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HomeMy WebLinkAbout01-25-2016 Council PacketEXPANDED AGENDA CITY COUNCIL AGENDA Monday, January 25, 2016 City Council Meeting 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Reinert, Council Members Kusterman, Maher, Manthey & Rafferty City Administrator: Jeff Karlson COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Review Regular Agenda 2. Annual Advisory Board Process 3. Public Safety Vehicle Capital Replacement Plan — Fire Division CITY COUNCIL MEETING, 6:30 P.M. ➢ Roll Call - Council Members Rafferty, Kusterman, Manthey, Maher, and Mayor Reinert were present ➢ Pledge of Allegiance ➢ Open Mike / Public Comment - none ➢ Setting the Agenda: Addition or deletion of agenda items The agenda was approved as presented SPECIAL PRESENTATION Presentation to Planning & Zoning Board Member Michael Hyden August 1, 2001 — December 31, 2015 1. CONSENT AGENDA A) Consideration of Expenditures: i) January 25, 2016 (Check No. 103010 through 103087) in the amount of $870,973.22; B) Consider approval of January 4, 2016 Work Session Minutes C) Consider approval of January 11, 2016 Council Meeting Minutes D) Consider Resolution No. 16-03, Peddler License for Pro Star Tree Care E) Consider Resolution No. 16-04, Authorizing special event permit for a Snow Golf event at Trappers Bar & Grill on February 20 & February 21, 2016. F) Consider Approving Application for an Exempt Raffle Event for Lino Lakes Elementary School on March 19, 2016 Council Agenda -2- January 25, 2016 EXPANDED AGENDA G) Consider Termination of Probationary Employee Action Taken: Motion by Rafferty, seconded by Manthey, to approve the Consent Agenda, Items 1A though 1G, with Item 1C corrected to reflect council members present, was adopted 2. FINANCE DEPARTMENT None 3. ADMINISTRATION DEPARTMENT None 4. PUBLIC SAFETY DEPARTMENT A) Consider Hiring Paid On -Cal Firefighters Action Taken: Motion by Maher, seconded by Rafferty, to approve the hiring of Bryce Lindahl and Jacob Kurtz, was adopted B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT A) Consideration of Resolution No. 16-06, Approving Plans and Specifications and Authorizing Advertisement for Bids, Lino Lakes Fire Station #1 Roof Replacement, Diane Hankee Action Taken: Motion by Kusterman, seconded by Maher, to approve Resolution No. 16-06 as presented, was adopted 6. COMMUNITY DEVELOPMENT DEPARTMENT A) Consider Six -Month Employment Extension for Recycling Program Intern, Michael Grochala Action Taken: Motion by Kusterman, seconded by Maher, to approve the extension of employment as recommended, was adopted B) Consideration of Resolution No. 16-02 Approving Classification of Tax Forfeited Properties, Michael Grochala Action Taken: Motion by Kusterman, seconded by Rafferty, to approve Resolution No. 16-02 as amended to include Lots 15, 16 and 17 of Rice Lake Terrace and remove Outlot E, West Oaks, was adopted C) Consideration of Resolution No. 16-05 Approving Payment No. 6 and Final, 21' Avenue Extension Project, Diane Hankee Action Taken: Motion by Kusterman, seconded by Maher, to approve Resolution No. 16-05 as presented, was adopted 7. UNFINISHED BUSINESS None Council Agenda -3- January 25, 2016 EXPANDED AGENDA 8. NEW BUSINESS None Adjournment Motion by Council Member Maher to adjourn at 7:03 p.m., seconded by Council Member Manthey, was adopted Following adjournment of the regular meeting, the Council will reconvene for a closed meeting to discuss labor negotiations. Community Calendar — A Look Ahead January 25, 2016 through February 8, 2016 - Wednesday, January 27 6:30 pm, Council Chambers Environmental Board 4- Monday, February 1 6:00 pm, Council Chambers Council Work Session 4- Thursday, February 4 8:00 am, Community Room EDAC 4- Monday, February 8 6:30 pm, Council Chambers City Council Meeting Updated 1/22/2016 CITY COUNCIL AGENDA Monday, January 25, 2016 City Council Meeting 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Reinert, Council Members Kusterman, Maher, Manthey & Rafferty City Administrator: Jeff Karlson COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Annual Advisory Board Process 2. Public Safety Vehicle Capital Replacement Plan — Fire Division 3. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call ➢ Pledge of Allegiance ➢ Open Mike / Public Comment ➢ Setting the Agenda: Addition or deletion of agenda items SPECIAL PRESENTATION Presentation to Planning & Zoning Board Member Michael Hyden August 1, 2001 — December 31, 2015 1. CONSENT AGENDA A) Consideration of Expenditures: i) January 25, 2016 (Check No. 103010 through 103087) in the amount of $870,973.22; B) Consider approval of January 4, 2016 Work Session Minutes C) Consider approval of January 11, 2016 Council Meeting Minutes D) Consider Resolution No. 16-03, Peddler License for Pro Star Tree Care E) Consider Resolution No. 16-04, Authorizing special event permit for a Snow Golf event at Trappers Bar & Grill on February 20 & February 21, 2016. F) Consider Approving Application for an Exempt Raffle Event for Lino Lakes Elementary School on March 19, 2016 G) Consider Termination of Probationary Employee Council Agenda -2- January 25, 2016 2. FINANCE DEPARTMENT None 3. ADMINISTRATION DEPARTMENT None 4. PUBLIC SAFETY DEPARTMENT A) Consider Hiring Paid On -Call Firefighters B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT A) Consideration of Resolution No. 16-06, Approving Plans and Specifications and Authorizing Advertisement for Bids, Lino Lakes Fire Station #1 Roof Replacement, Diane Hankee 6. COMMUNITY DEVELOPMENT DEPARTMENT A) Consider Six -Month Employment Extension for Recycling Program Intern, Michael Grochala B) Consideration of Resolution No. 16-02 Approving Classification of Tax Forfeited Properties, Michael Grochala C) Consideration of Resolution No. 16-05 Approving Payment No. 6 and Final, 21St Avenue Extension Project, Diane Hankee 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Following adjournment of the regular meeting, the Council will reconvene for a closed meeting to discuss labor negotiations. Community Calendar — A Look Ahead January 25, 2016 through February 8, 2016 4- Wednesday, January 27 6:30 pm, Council Chambers Environmental Board • Monday, February 1 6:00 pm, Council Chambers Council Work Session • Thursday, February 4 8:00 am, Community Room EDAC Monday, February 8 6:30 pm, Council Chambers City Council Meeting WS — Item 2 WORK SESSION STAFF REPORT Work Session Item No. 2 Date: January 25, 2016 To: City Council From: Lisa Hogstad-Osterhues Re: Annual Advisory Board Appointments Background December 7, 2015 council reviewed the advisory board list of applicants. It was decided to interview applicants once the new council members were appointed. Attached is an outline of the applicants for each of the boards or committee. - Park Board — 2 seats, 2 applicants Environmental Board — 3 seats, 3 applicants - P&Z — 3 seats, 3 applicants EDAC — 3 seats, 2 applicants — reposted Requested Council Direction 1. When would council like to schedule interviews with the applicants for Park, Environmental and Planning & Zoning Board candidates? Attachments List of applicants (Applications will be provided to council previous to the interview date) WS — Item 2 Attachment 2016 Advisory Board Applicants Environmental Board 1. Barbara Bor (current board member) 2. Steven Heiskary (current board member) 3. Nancie Klebba (current board Member) Park Board 1. Pat Huelman (current board member) 2. Richard Jensen (current board member) Planning & Zoning 1. Neil Evenson (current board member) 2. Michael Root (current board member) 3. Dale Stoesz EDAC 1. Thomas Colgan (current board member) 2. Donald Johnson (current board member) Park Board — 2 seats, 2 applicants Environmental Board — 3 seats, 3 applicants P&Z — 3 seats, 3 applicants EDAC — 3 seats, 2 applicants WS — Item 3 WORK SESSION STAFF REPORT Work Session Item Date: January 25, 2016 To: City Council From: John Swenson, Director of Public Safety Re: Public Safety Vehicle Capital Replacement Plan — Fire Division Background As part of the 2016 Budget Adoption discussion, during the Council Work Session on December 7, 2015, Council members requested more information on the 2016 Capital Replacement Schedule and directed staff to remove the 2016 Capital Replacement portion of the 2016 Budget which was adopted at the December 14, 2015 City Council Meeting. During the December 28, 2015 Council Work Session, Council directed staff to move Capital Replacement Plan discussion to the January 4, 2016 Work Session. During the January 4, 2016 Work Session, Council requested further information which was sent to Council via email. The entire email string is attached to this report for your review. Staff has also attached photos of other light rescue/mini pumpers which Custom Fire has built for other fire agencies. The current inventory as of January 30, 2016 for the Public Safety Department Fire Division is: Fire Division: YEAR DESCRIPTION MILEAGE HOURS ORIGIN 1991 Ford L8000 Toyne 250GPM/1800 Gal Tank 15,212 1241 CFD 1995 Ford L8000/Custom Fire 1500GPM/750 Tank 71,336 Not Working Woodbury 2000 Freightliner Toyne 1250GPM/500 Tank/75 ft. 29,591 NA CFD 1994 Chev S10 PU - Grass Unit 13,650 NA CFD 2004 Ford F150 District Chief 72,479 NA CFD 2012 Zodiac Boat w/trailer NA NA CFD 2000 Polaris UTV Grass Equipped w/trailer 134.4 NA CFD 1997 Yamaha Snowmobile 255.9 NA CFD 1992 Ford L8000 Toyne 250GPM/1800 Gal Tank 11,995 1731 CFD 1995 Ford L8000/Custom Fire 1500GPM/750 Tank 62,844 Not Working Woodbury 1994 GMC PU Grass Unit 18,043 NA CFD 2013 Ford F350 Rescue 21 16,070 NA CFD 2009 Ford Escape District Chief 77,702 NA CFD 2004 Ford Expedition Fire Investigation/Inspection 93,809 NA CFD 2015 Ford Explorer AWD 4DR Deputy Director 9,634 NA Purchase 2015 Ford Explorer AWD 4DR Public Safety Capt. 7,638 NA Purchase As presented and discussed at the February 2, 2015 Council Work Session (staff report attached), staff has engaged in a process to identify a fire vehicle replacement plan that meets all industry standards, addresses all community needs in an effective and efficient manner, and most importantly puts the safety of our community members and staff as priority one. Staff recommendation for 2016 fire vehicle replacement remains the same. Staff recommends that Lino Lakes purchase two light rescue/mini pumpers in 2016. The cost of the recommended purchase is a total of $450,000 ($225,000 each). Staff recommends this purchase be funded with the dollars apportioned to Lino Lakes from the Centennial Fire District (CFD) Capital Replacement fund. Utilizing these funds in this manner is consistent with the intended use of capital replacement funds and enables the City to reduce bonding costs for equipment. The City of Lino Lakes portion of the CFD Capital Replacement fund is projected to be $744,332.41. This projected balance does not include any assets that have been purchased since the August 2014 asset distribution process. These new assets will be distributed as outlined in the JPA during the CFD Operations Committee meeting on January 14, 2016, and ratified by the CFD Steering Committee at its January 28, 2016 meeting. The purchase of two light rescue/mini pumpers will: 1. prolong the useful life of aged fire vehicles in our fleet; 2. address significant repair costs and out of service time for older apparatus; 3. reduce the size of the fire vehicle inventory; 4. improve the City of Lino Lakes Insurance Services Office (ISO) fire vehicle rating score; and 5. provide options to reduce future replacement costs. As noted in the February 2, 2015 presentation and report to Council, the light rescue/mini pumpers would be utilized as "first out" vehicles on nearly all of the fire calls for service in Lino Lakes. This will enable El 1 and E21 to be utilized as "second out" vehicles, greatly reducing their usage in the hopes of prolonging their useful life. Since purchasing Ell and E21 used from the City of Woodbury in the spring of 2015, the apparatus has been used for training staff. To date in 2015, Lino Lakes has incurred a total of $15,514.59 in repair costs for these pieces of apparatus. E21 was utilized more frequently for training and consequently accounted for $10,155.69 of the total repairs and Ell was utilized less frequently and accounted for $5,358.90. This demonstrates that increased usage will likely result in increased repair costs. With the purchase of two light rescue/mini pumpers, staff would recommend that the fire vehicle inventory be reduced as follows: 1. Sell both grass units (1994 Chev S10 and 1994 GMC PU) which are outfitted for use during grass fires. The new light rescue/mini pumper can be utilized in the same fashion and will provide more equipment and better service in response to grass fires. 2. Upon a complete evaluation of Rescue 21 by the City's mechanic, a determination regarding whether Rescue 21 would be sold or transferred for use within the City fleet to replace current asset. The net result of this purchase would be a reduction in the Fire Division vehicle inventory by one vehicle. Staff has analyzed the ISO scoring tables for fire vehicles and determined that the purchase of two light rescue/mini pumpers would improve the City of Lino Lakes ISO rating by 1,248 points (624 points per unit). With the fire vehicle inventory as of January 30, 2016, Lino Lakes ISO fire vehicle score will be 2,430 points. With the addition of the two light rescue/mini pumpers, the ISO fire vehicle score would increase to 3,668. As Council may recall from previous discussion on fire matters, the ISO rating system is utilized by some insurance companies to set homeowners insurance premiums. The increased ISO scoring could result in some residents obtaining a lower homeowners insurance premium. The purchase of the two light rescue/mini pumpers will provide opportunities to reduce future fire vehicle replacement costs. The proposed light rescue/mini pumper vehicles are built on Ford F550 chassis with custom built fire components and pump. This will allow future replacement of these light rescue/mini pumpers to be accomplished by purchasing a new chassis and placing the custom built fire components and pump on the chassis. Attachments Council Work Session Staff Report — February 2, 2015 Proposed Fire Division Vehicle Replacement Schedule Information sent via email January 5 — 14, 2016 Memo from Station 1 District Chief Werpy Photos of Light Rescue / Mini Pumpers Custom Fire Plan for LLPSD Lt. Rescue/Mini Pumper WS — Item 3 WORK SESSION STAFF REPORT Work Session Item Date: February 2, 2015 To: City Council From: John Swenson, Director of Public Safety Re: Fire Apparatus/Vehicle Capital Replacement Plan Background During the Council Meeting on June 2, 2014, Council approved Resolution 14-50 which directed staff to integrate fire services for the City of Lino Lakes into the Public Safety Department. In order to effectively and efficiently plan to address the community needs for fire protection apparatus and vehicles, staff has: • reviewed the Centennial Fire District apparatus replacement plan, • reviewed available maintenance and repair records, • researched other fire organization's replacement and maintenance plans, • met with the staff at Emergency Apparatus Maintenance, • spoke with manufacturers of fire apparatus. The below table compares the Centennial Fire District (CFD) replacement plan with the LLPSD Fire Division proposed plan as well as provides a cost forecast for the purchase of fire apparatus. VEHICLE/APPARATUS CFD SCHEDULE* LINO LAKES PROSPOSED SCHEDULE COST FORECAST Tanker 31 - 1992 2016 2018 $300,000 Tanker 21 - 1991 2017 2019 $300,000 Aerial 21 - 2000 2018 2025 $1,300,000 G521 - Chev S10 - 1994 2020 ** $125,000 G531 GMC P/U - 1994 2020 ** $125,000 Rescue 21 - 2013 Not Listed ** $110,000 Staff - Ford Expedition - 2004 2015 2016 Rotate from Police Fleet Staff - Ford Escape - 2009 2019 2016 Rotate from Police Fleet Inspection Ford F-150 - 2004 Not Listed 2016 Rotate from Police Fleet Zodiac Boat Not Listed 2022 $30,000 Yamaha Snowmobile - 1997 Not Listed Evaluate in 2016 Polaris UT 14 w/trailer - 2000 Not Listed Evaluate in 2016 Woodbury EN 9517 - 1995 *** 2022 $550,000 Woodbury EN 9518 - 1995 *** 2023 $550,000 Light Rescue/Brush ** 2016 $225,000 Light Rescue/Brush ** 2016 $225,000 Deputy Director - 2015 2020 $36,000 * Based on CFD 2014 Budget documents **G521, G531 & Rescue 21 - sold with purchase of 2 Lt Rescue/Brush * * * If Council approves the purchase of this equipment As the above table demonstrates, the apparatus which Lino Lakes will take possession of as part of the distribution of the CFD assets is at or near the end of its useful life per National Fire Protection Association (NFPA) guidelines. It should be noted the apparatus which is Circle Pines and Centerville will take possession of are also at or near the end of its useful life per NFPA guidelines. The proposed replacement schedule for fire apparatus is based on the assumption that Lino Lakes purchases two used fire vehicles from Woodbury (presented in Council Work Session Agenda item #1) for use as engines/pumpers in the Lino Lakes response plan. After reviewing available repair and maintenance documents and meeting with EAM and other fire professionals, staff is confident that through proper budgeting for repairs and maintenance the proposed apparatus/vehicle replacement schedule is a responsible use of equipment in a manner that will provide financial efficiencies. Utilization of the apparatus in this manner will afford our community the opportunity to extend the replacement of fire apparatus and ensures that we address all community needs for fire protection. Requested Council Direction Staff is seeking Council input on this item. LINO LAKES PUBLIC SAFETY DEPARTMENT PROPOSED FIRE DIVISION VEHICLE REPLACEMENT SCHEDULE UNIT YEAR DESCRIPTION MILEAGE REPLACEMENT DATE REPLACEMENT COST EST. U-11 1994 *Chev S10 PU - Grass Unit 13,650 Replace w/Light Rescue U-21 1994 *GMC PU Grass Unit 18,043 Replace w/Light Rescue R-11 2013 *Ford F350 Resue 21 16,070 Replace w/Light Rescue T-21 1991 Ford L8000 Toyne 250GPM/1800 Gal Tank 15,212 2018 350,000.00 T-11 1992 Ford L8000 Toyne 250GPM/1800 Gal Tank 11,995 2019 350,000.00 600 2015 Ford Explorer AWD 4DR Deputy Director 9,634 2020 36,000.00 603 2015 Ford Explorer AWD 4DR Public Safety Capt. 7,638 2020 36,000.00 2012 Zodiac Boat w/ trailer NA 2022 25,000.00 E-11 1995 Ford L8000/Custom Fire 1500GPM/750 Tank 62,844 2022 550,000.00 E-21 1995 Ford L8000/Custom Fire 1500GPM/750 Tank 71,336 2023 550,000.00 A-21 2000 Freightliner Toyne 1250GPM/500 Tank/ 75 ft. 29,591 2025 1,500,000.00 1-1 2004 Ford Expedition Fire Investigation/Inspection 93,809 Evaluate 2016 **36000.00 C-4 2004 Ford F150 Disctrict Chief 72,479 Evaluate 2016 **36000.00 2000 Polaris UTV Grass Equipped w/ trailer 134.4 Evaluate 2016 25,000.00 1997 Yamaha Snowmobile 255.9 Evaluate 2016 12,000.00 C-3 2009 Ford Escape District Chief 77,702 Evaluate 2016 **36000.00 * Proposed to rotate out of fleet with 2016 capital vehicle purchase. ** Staff to evaluate rotation schedule for police patrol fleet. John Swenson From: John Swenson Sent: Thursday, January 14, 2016 9:01 AM To: Jeff Reinert; Rob Rafferty; Bill Kusterman; 'WDKusterman@centurylink.net; Melissa Maher; Michael Manthey Cc: Jeff Karlson; Sarah Cotton; Rick DeGardner; Michael Grochala Subject: RE: Capital Replacement - Fire Attachments: John Swenson4.vcf Staff has spoken with personnel from Custom Fire and the Ford dealership. Ford has not formally announced what changes will be made to the F550 chassis. Some of the rumored changes are moving from steel to aluminum frame, adding cross members to the frame, and changes to the electronic control system. If these are the changes the dealership is forecasting the cost will increase for the chassis. Until Custom Fire is able to review detailed specs and plans of the 2017 model they are unable to forecast costs for the 2017 model. If the rumored changes do in fact move forward, Custom Fire does anticipate increased engineering time to address the additional cross members and any • changes in the electronic control system. I think it is a good bet the costs associated with the customization for fire will likely increase with the 2017 F550 model. Staff also has some concerns with purchasing a 2017 model and thus being one of the first agencies, if not the first agency, to work through the new engineering that will need to take place as a result of the Ford changes. Custom Fire has been working with the 2016 Ford chassis for several years and has worked through the engineering process associated with installing aftermarket fire equipment on the chassis with great success. Staff is requesting that this topic be placed on the January 25th or February 1st Council Work Session. Staff needs definitive Council direction on this matter as we are holding off on decisions related to installation of vehicle graphics on assets transferred from CFD that would be sold if the proposed fire capital replacement plan is approved with the purchase of two light rescue / mini pumpers. If the proposed fire capital replacement schedule is not adopted, staff needs to begin work on creating a new fire capital replacement plan that will address our community needs and aging fire apparatus. Please advise which Council Work Session agenda this topic should be added to. John Swenson Department of Public Safety Public Safety Director (651) 982-2301 orl John.swenson©ci,lino-lakes,,.. 640 Town Center Parkway Lino Lakes, MN 55014-2189 Visit us on the web: You 1 Confidentiality Statement: This transmission and documents accompanying this transmission may contain confidential information that is legally privileged. This information is intended only for the use of the individuals or entities listed above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or action taken in reliance on the contents of these documents is strictly prohibited. If you have received this information in error, please notify the sender immediately and arrange for the return. From: John Swenson Sent: Friday, January 08, 2016 2:38 PM To: Jeff Reinert; Rob Rafferty; Bill Kusterman; 'WDKusterman@centurylink.net; Melissa Maher; Michael Manthey Cc: Jeff Karlson; Sarah Cotton; Rick DeGardner; Michael Grochala Subject: RE: Capital Replacement - Fire Attached is a memo from Station #1 District Chief Jonas Werpy. I thought you may find District Chief Werpy's knowledge and firsthand experience with light rescue / mini pumpers helpful. We are also working with Custom Fire to determine if any of the proposed changes to model year 2017 Ford F550 'chassis would further increase or decrease the cost on the proposed light rescue / mini pumpers. As directed by Council, staff is looking for further Council direction as to when to bring the fire capital replacement back to Council for further discussion. Have a great weekend! U• 14.11 KFS John Swenson Department of Public Safety Public Safety Director (651) 982-2301 orl john.swenson@ci,lino-lakes.... 640 Town Center Parkway Lino Lakes, MN 55014-2189 Visit us on the web: Confidentiality Statement: This transmission and documents accompanying this transmission may contain confidential information that is legally privileged. This information is intended only for the use of the individuals or entities listed above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or action taken in reliance on the contents of these documents is strictly prohibited. If you have received this informationin error, please notify the sender immediately and arranr for the return. From: John Swenson Sent: Tuesday, January 05, 2016 1:46 PM To: Jeff Reinert; Rob Rafferty; Bill Kusterman; 'WDKusterman@centurylink.net'; 'mantheym@Iive.com'; 'melissasmaher@gmail.com' Cc: Jeff Karlson; Sarah Cotton; Rick DeGardner; Michael Grochala Subject: RE: Capital Replacement - Fire I forgot to attach the schematic of the Lt Rescue / Mini Pumper from last night. Thank you to Council Member Rafferty for scanning this for us. John Swenson Department of Public Safety Public Safety Director (651) 982-2301 0 r i johnswenson©o lino -lakes.... 640 Town Center Parkway lino Lakes, MN 55014-2189 Visit us on the web: ` You Confidentiality Statement: This transmission and documents accompanying this transmission may contain confidential information that is legally privileged. This information is intended only for the use of the individuals or entities listed above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or action taken in reliance on the contents of these documents is strictly prohibited. If you have received this information in error, please notify the sender immediately and arrange for the return. From: John Swenson Sent: Tuesday, January 05, 2016 1:35 PM To: Jeff Reinert; Rob Rafferty; Bill Kusterman; WDKusterman@centurylink.net; mantheym@live.com; meiissasmaherOgmail.com Cc: Jeff Karlson; Sarah Cotton; Rick DeGardner; Michael Grochala Subject: Capital Replacement - Fire As directed by Council during last night's Capital Replacement discussion, staff contacted the Ford dealership that has been awarded the state bid and below is the response: From: Travis Swanson<tswanson@rosevillemidwayford.com> Date: January 5, 2016 at 10:43:13 AM CST To: "Dan L'Allier" <dan.lallierAci.lino-lakes.mn.us> Subject: Re: F-550 Chassis Per our conversation, the ordering of the 2016 SuperDuty's will most likely be cut off in February. I base this on when the 2015 model year ended last year. The 2017 model year is a body style change so most likely, the price increase for the model year will be more than usual. I recommend ordering as soon as possible to get the 2016 pricing. The best information we have at this point is Ford will not accept any new orders for the 2016 F550 Chassis in February. We were also informed that the dealership anticipates a larger than normal price increase for 2017 model. Staff was also informed that Ford will not accept any orders for the 2017 model until sometime in the fall of 2016. Staff would like further Council direction as to when to bring the capital replacement back to Council for further discussion. 3 John Swenson Department of Public Safety ••. Public Safety Director U"()L KFS ater 1,4-27.„0 1551) 932-2301 john.swensonLnci.lino-lakes.... 640 Town Center Parkway Lino Lakes, MN 55014-2189 Visit us on the web: IV You Confidentiality Statement: This transmission and documents accompanying this transmission may contain confidential information that is legally privileged. This information is intended only for the use of the individuals or entities listed above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or action taken in reliance on the contents of these documents is strictly prohibited. If you have received this information in error, please notify the sender immediately and arrange for the return. 4 Lino Lakes Public Safety Department Memo DATE: January 7, 2016 TO: John Swenson, Public Safety Director CC: Dan L'Allier, Deputy Public Safety Director — Fire Division FROM: Jonas Werpy, Station #1 District Chief RE: Light Rescue / Mini Pumper I want to share my experience with light rescue / mini -pumpers to illustrate the capabilities of these vehicles. As indicated below, the vehicle I reference is not as capable as the vehicles we are proposing for purchase here in Lino Lakes. Stillwater 6107 LLPSD Proposed Model/Year Ford/2004 Ford/2016 GPM Pump 250 1250 Class 1 engine No Yes Onboard Water 250 gallons 330 gallons I have personally responded in a light rescue / mini -pumper (that I can remember) to three structure fires. In all cases, the fires were extinguished with the water on board (250 gallons). o On Dec 18, 2008, I drove a mini -pumper to the scene of a fire with two other firefighters during a heavy snowfall. We arrived as the first piece of apparatus and were able to extinguish the fire and pull an unconscious victim from the home, resulting in his survival, and prior to any additional vehicles responding. I have been to more accidents and car fires than I can remember as the first arriving piece of fire apparatus with this type of vehicle. I have never found it insufficient to handle the incident. o One occasion we extinguished a fully -involved Heavy Duty truck and construction trailer. How we will use the Mini -pumpers It will be a multi-purpose vehicle taken on nearly all calls. It allows firefighters to respond to medicals and other service calls in a smaller vehicle (saving fuel, wear and ONE VISION. ONE MISSION. LINO LAKES PUBLIC SAFETY DEPARTMENT. tear on larger vehicles, quicker response) while at the same time being able to respond to any fires/accidents that may come in while they are out. This is a common scenario. Our intention would be to utilize these vehicles in a flexible manner. For example, a confirmed working structure fire we would likely take the full sized engine over the mini - pumper in most cases. Our utilization of cross -trained police officers will ensure fire staff gets confirmed information from the police officer on the fire scene, which will ensure that proper piece of apparatus responds based on confirmed information. These vehicles are suitable for the majority of grass fires. Using the proper hose configuration, we could handle most grass fires and any fires that threaten structures (and actually have a major advantage over the traditional grass rig in this regard). Being in the Rice Creek watershed district a major hazard is swamps, which is off limits to all vehicles and would require DNR intervention regardless of vehicle. I am happy to attend any future meetings to discuss this further and provide my first-hand experience with this type of emergency equipment or provide any other information that would assist in this process. ONE VISION. ONE MISSION. LINO LAKES PUBLIC SAFETY DEPARTMENT. _, r �d , 1.6fcc,azzcarer. +'i't7-Gri2FC13.*, f..�. irrr,Lert�frrf ... _ffll�Irfr£fZl.+"frlfflP{.'{f7fCiflf{rBifff PrIVIIrryolarr fi fi Expenditures January 25, 2016 Check #103010 to #103097 $870,973.22 Accounts Payable Checks by Date - Detail by Vendor Number User: tracy.thoma Printed: 1/14/2016 1:17 PM Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 103030 104 Business Data Record Services 01/25/2016 1512-9333 Document Destruction 35.04 1512-9333 Document Destruction 84.94 1512-9333 Document Destruction 17.52 103017 11 1431211 Total for Check Number 103030: 137.50 Total for Vendor 104 (Business Data Record Services): 137.50 Ace Solid Waste, Inc. 01/25/2016 Trash/Recycle Total for Check Number 103017: Total for Vendor 11 (Ace Solid Waste, Inc.): 738.24 738.24 738.24 103031 115 Centennial Utilities 01/25/2016 Dec 2015 Natural Gas -Sunrise 110 19.96 Dec 2015 Natural Gas -6918 Sunrise 120 142.02 Dec 2015 Natural Gas -6811 Lake Drive 140 27.45 Dec 2015 Natural Gas -7204 Lake Dr 130 88.64 Dec 2015 Natural Gas -600 Town Ctr Pkwy 100 2,854.14 Total for Check Number 103031: 3,132.21 Total for Vendor 115 (Centennial Utilities): 3,132.21 103032 116 CenterPoint Energy 01/25/2016 Dec 2015 Natural Gas -1187 Main St. 102 302.78 Dec 2015 Natural Gas -2200 E. Cedar St. 110 19.15 Dec 2015 Natural Gas -1180 Birch St. 100 31.96 Dec 2015 Natural Gas -6786 Clearwater Ck 105 67.41 Dec 2015 Natural Gas -6300 Laurene Ave 109 18.61 Dec 2015 Natural Gas -6774 Black Duck Dr 107 39.48 Dec 2015 Natural Gas -1473 Snow Goose Tr 111 18.61 Dec 2015 Natural Gas -1189 Main St. 104 247.11 Dec 2015 Natural Gas -1179 Main St. 101 46.05 Dec 2015 Natural Gas -1189 Main St. 103 202.22 Dec 2015 Natural Gas -6666 Black Duck Dr 108 20.26 Dec 2015 Natural Gas -6520 Pheasant Run 106 25.50 Total for Check Number 103032: 1,039.14 Total for Vendor 116 (CenterPoint Energy): 1,039.14 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 1 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 103010 127 Circle Pines Post Office 1/5/2016 Utility Billing Postage 1/5/2016 Utility Billing Postage 01/05/2016 Total for Check Number 103010: Total for Vendor 127 (Circle Pines Post Office): 103033 137 City of Shoreview 01/25/2016 4th Qtr 2015 4th Qtr Sewer/Water 4th Qtr 2015 4th Qtr Sewer/Water 4th Qtr 2015 4th Qtr Sewer/Water 335.82 335.83 671.65 671.65 2,602.29 9.54 1,355.35 Total for Check Number 103033: 3,967.18 Total for Vendor 137 (City of Shoreview): 3,967.18 103034 143 CNH Architects 01/25/2016 10294 Architectural Design Fire House #2 4,354.57 Total for Check Number 103034: 4,354.57 Total for Vendor 143 (CNH Architects): 4,354.57 103036 146 Como Lube & Supplies, Inc. 01/25/2016 590986 5w20 Engine Oil 626.45 Total for Check Number 103036: 626.45 Total for Vendor 146 (Como Lube & Supplies, Inc.): 626.45 103037 149 Connexus Energy 01/25/2016 Dec 2015 Electric 1,423.22 Dec 2015 Electric 28.33 Dec 2015 Electric 69.07 Dec 2015 Electric 489.38 Dec 2015 Electric 1,113.65 Dec 2015 Electric 1,463.65 Total for Check Number 103037: 4,587.30 Total for Vendor 149 (Connexus Energy): 4,587.30 103011 151 Costco Wholesale 01/05/2016 12/26/2015 Breakfast With Santa Supplies 153.69 103038 167 Dalco, Inc. 2974991 Sweeper Gel B&C 2975119 Handle Total for Check Number 103011: 153.69 Total for Vendor 151 (Costco Wholesale): 153.69 01/25/2016 2,369.84 14.06 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 2 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 2975265 Towels, Tissues, Can Liners 697.13 Total for Check Number 103038: Total for Vendor 167 (Dalco, Inc.): 103041 192 Emergency Apparatus Maint. 01/25/2016 83742 Engine 21 Service Total for Check Number 103041: Total for Vendor 192 (Emergency Apparatus Maint.): 3,081.03 3,081.03 3,520.74 3,520.74 3,520.74 103042 193 Emergency Automotive Tech. 01/25/2016 12533 Move Equipment from Nissan Exterra to Toyota 1,424.30 Total for Check Number 103042: 1,424.30 Total for Vendor 193 (Emergency Automotive Tech.): 1,424.30 103044 199 ESRI 93078337 ArcGIS Desktop Basic 93078337 ArcGIS Desktop Basic 93078337 ArcGIS Desktop Basic 93078337 ArcGIS Desktop Basic 01/25/2016 Total for Check Number 103044: Total for Vendor 199 (ESRI): 103046 209 Fastenal Company 01/25/2016 MNTC3154181 Fasteners Total for Check Number 103046: Total for Vendor 209 (Fastenal Company): 103047 211 Filtration Systems, Inc. 01/25/2016 70285 Air Filters for City Hall Total for Check Number 103047: Total for Vendor 211 (Filtration Systems, Inc.): 103048 214 Fire Safety U.S.A. 84529 Gear Bags 85372 Fire Helmets With Amber Defender Shields 01/25/2016 300.00 300.00 300.00 1,000.00 1,900.00 1,900.00 78.60 78.60 78.60 345.57 345.57 345.57 375.00 273.00 Total for Check Number 103048: 648.00 Total for Vendor 214 (Fire Safety U.S.A.): 648.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 3 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 103049 225 Frattallone's/Circle Pines Ace 054526/G Snow Shovels, Salt Spreader 054581/G Absorbent Oil Dri 054581/G Silicone, Fasteners 054646/G Drill Bit, Spade Bit, Propane Cylinder 01/25/2016 145.96 19.58 28.89 35.45 Total for Check Number 103049: 229.88 Total for Vendor 225 (Frattallone's/Circle Pines Ace): 229.88 103050 233 GDO Law 16088 Legal Prosecution Contract 16089 Legal Forfeiture 01/25/2016 8,250.00 393.40 Total for Check Number 103050: 8,643.40 Total for Vendor 233 (GDO Law): 8,643.40 103052 271 Hawkins, Inc. 3816902 Chlorine Cylinders 3820292 LPC -5, Hydrofluosilicic Acid, Chlorine Cylinder 103018 29 1003339266 01/25/2016 Total for Check Number 103052: Total for Vendor 271 (Hawkins, Inc.): AmeriPride Services, Inc. 01/25/2016 Shop Towels Total for Check Number 103018: Total for Vendor 29 (AmeriPride Services, Inc.): 103053 304 Hydraulics Plus & Consulting 6958 #249 Hose 6982 Hoses for Old Loader 01/25/2016 60.00 6,865.61 6,925.61 6,925.61 37.09 37.09 37.09 60.80 118.98 Total for Check Number 103053: 179.78 Total for Vendor 304 (Hydraulics Plus & Consulting): 179.78 103054 306 Image Printing & Graphics, Inc 01/25/2016 145786 Business Cards K. Kraemer Total for Check Number 103054: 103055 316 Total for Vendor 306 (Image Printing & Graphics, Inc): J.H. Larson Company, Inc. 01/25/2016 69.00 69.00 69.00 S101109425.001 Fluorescent Lamps 765.67 Total for Check Number 103055: 765.67 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 4 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 316 (J.H. Larson Company, Inc.): 765.67 103056 319 Jani-King Of Minnesota, Inc. MIN01160032 January Monthly Contract Billing MIN01160033 January Monthly Contract Billing 01/25/2016 2,936.00 455.00 Total for Check Number 103056: 3,391.00 Total for Vendor 319 (Jani-King Of Minnesota, Inc.): 3,391.00 103020 34 Anoka Co. Cent. Communications 01/25/2016 2015-378 4th Qtr State Access Fee Criminal Justice Data I\ 2015-398 Dec Verizon Wireless Internet Access 103012 35 2016 JS 2016 KM 2016 WW 900.00 656.20 Total for Check Number 103020: 1,556.20 Total for Vendor 34 (Anoka Co. Cent. Communications): 1,556.20 Anoka Co. Chiefs of Police 2016 Dues 2016 Dues 2016 Dues 01/15/2016 126.00 126.00 126.00 Total for Check Number 103012: 378.00 Total for Vendor 35 (Anoka Co. Chiefs of Police): 378.00 103058 393 Lynn Peavey Company 01/25/2016 309732 Evidence Supplies 174.20 Total for Check Number 103058: 174.20 Total for Vendor 393 (Lynn Peavey Company): 174.20 103059 399 Mansfield Oil Company 01/25/2016 84996 1,987 87 Unl w/10%Eth 3,281.17 Total for Check Number 103059: 3,281.17 Total for Vendor 399 (Mansfield Oil Company): 3,281.17 103060 401 Maplewood Fire Department 01/25/2016 16-001 Used Gear Lockers 1,105.00 Total for Check Number 103060: 1,105.00 Total for Vendor 401 (Maplewood Fire Department): 1,105.00 103061 414 MCPA-MN Crime Prevention Assoc 01/25/2016 2016 2016 Membership 45.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 5 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 103061: 45.00 Total for Vendor 414 (MCPA-MN Crime Prevention Assoc): 45.00 103063 418 Menards 10210 Windtunnel 3 Pro, Hose 9529 Ambassador Float Shelter 9667 Flexzilla Cord, Plugs 01/25/2016 Total for Check Number 103063: Total for Vendor 418 (Menards): 103064 419 Metro Chief Fire Officers 01/25/2016 2016 DL 2016 Dues D. L'Allier 2016 JS 2016 Dues J. Swenson 85.64 899.00 85.10 1,069.74 1,069.74 100.00 100.00 Total for Check Number 103064: 200.00 Total for Vendor 419 (Metro Chief Fire Officers): 200.00 103021 42 Anoka Co. Property Records Tax 01/25/2016 12/31/2015 Easement Encroachment -6459 Deerwood Ln 46.00 12/31/2015 Easement Encroachment -7124 Gray Heron Dr 46.00 12/31/2015 Ord. No. 07-15 Rezone Lake Dr 46.00 103015 420 Dec 2015 Dec 2015 Total for Check Number 103021: 138.00 Total for Vendor 42 (Anoka Co. Property Records Tax): 138.00 Metro Council Env. Services December 2015 SAC December 2015 SAC 01/15/2016 12,425.00 -124.25 Total for Check Number 103015: 12,300.75 Total for Vendor 420 (Metro Council Env. Services): 12,300.75 103065 421 Metro Sales Incorporated INV425415 Ricoh MP 4001SP Copier Maintenance Contract INV427933 Ricoh MP 3500 Copier Maintenance Contract 103066 423 0001051054 01/25/2016 98.00 223.00 Total for Check Number 103065: 321.00 Total for Vendor 421 (Metro Sales Incorporated): 321.00 Metropolitan Council 01/25/2016 February Waste Water Services 73,130.43 Total for Check Number 103066: 73,130.43 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 6 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 423 (Metropolitan Council): 103067 427 Midway Ford Company 01/25/2016 106382 2016 Ford F250 Total for Check Number 103067: Total for Vendor 427 (Midway Ford Company): 103022 44 Anoka Co. Treasury Department 01/25/2016 B160104L February Broadband Total for Check Number 103022: 73,130.43 29,465.70 29,465.70 29,465.70 150.00 150.00 Total for Vendor 44 (Anoka Co. Treasury Department): 150.00 103026 447 BCA 01/25/2016 26140-OLDMT16B DMT -G Online Recertification Training M. Paul 75.00 103069 450 4th Qtr 2015 Total for Check Number 103026: 75.00 Total for Vendor 447 (BCA): 75.00 MN Dept of Health 01/25/2016 4th Qtr Community Water Supply Connection Fc 7,095.00 Total for Check Number 103069: Total for Vendor 450 (MN Dept of Health): 103070 474 Munici-Pals 01/25/2016 2016 2016 Membership Dues Total for Check Number 103070: Total for Vendor 474 (Munici-Pals): 103016 480 NCPERS Minnesota 01/15/2016 Feb 2016 February Insurance Premiums Total for Check Number 103016: Total for Vendor 480 (NCPERS Minnesota): 103071 493 North Pine Aggregate 01/25/2016 8221 1.5" Rock for General Use and Utility Repairs Total for Check Number 103071: Total for Vendor 493 (North Pine Aggregate): 7,095.00 7,095.00 25.00 25.00 25.00 288.00 288.00 288.00 499.95 499.95 499.95 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 7 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 103072 509 1517-275010 1517-275042 1517-275173 1517-275174 O'Reilly Automotive Stores Oil Dispenser Stock Oil Filters Retumed Oil Dispenser ThrdLocks, Push Buttons 01/25/2016 24.99 8.47 -24.99 63.75 Total for Check Number 103072: 72.22 Total for Vendor 509 (O'Reilly Automotive Stores): 72.22 103040 520 Desktop Impressions - Kristin Pechman 01/25/2016 2-2016 January Recycling Postcard Design Layout Total for Check Number 103040: 50.00 50.00 Total for Vendor 520 (Desktop Impressions - Kristin Pechman): 50.00 103075 522 Performance Plus LLC 4187LF Preplacement Screen Thole, Verling, Belting 4199LF Preplacement Screen Lindahl, Kurtz 103076 523 2016-0025 2016-0025 103077 534 761308 01/25/2016 916.00 533.00 Total for Check Number 103075: 1,449.00 Total for Vendor 522 (Performance Plus LLC): 1,449.00 Permitworks LLC Permits & Inspections Software Permits & Inspections Software Pitney Bowes, Inc. E -Z Seal 01/25/2016 Total for Check Number 103076: Total for Vendor 523 (Permitworks LLC): 01/25/2016 Total for Check Number 103077: Total for Vendor 534 (Pitney Bowes, Inc.): 103023 54 Aspen Mills, Inc. 175107 Unifonn Allowance - C. Boehme 175223 Unifonn Allowance - B. Strub 103078 541 5060473 01/25/2016 Total for Check Number 103023: Total for Vendor 54 (Aspen Mills, Inc.): Plunkett's Pest Control Inc. 01/25/2016 Extra Service Total for Check Number 103078: 2,400.00 4,175.00 6,575.00 6,575.00 50.14 50.14 50.14 282.70 186.83 469.53 469.53 350.00 350.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 8 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 541 (Plunkett's Pest Control Inc.): 350.00 103024 55 Auto Nation Ford White Bear Lk 01/25/2016 3533026 #603 Resistor 22.39 Total for Check Number 103024: 22.39 Total for Vendor 55 (Auto Nation Ford White Bear Lk): 22.39 103080 552 Press Publications, Inc. 476376 Blue Heron Days 483163 Blue Heron Days 495686 Wanning House Ad 01/25/2016 742.50 672.00 78.00 Total for Check Number 103080: 1,492.50 Total for Vendor 552 (Press Publications, Inc.): 1,492.50 103081 571 Republic Services #894 01/25/2016 0894-003980705 Organic Recycling 109.52 Total for Check Number 103081: 109.52 Total for Vendor 571 (Republic Services #894): 109.52 103082 574 Rick Johnson Deer & Beaver Inc 01/25/2016 Dec 2015 December Deer Removal 103084 588 R002236701 103068 597 P97280 Total for Check Number 103082: 90.00 90.00 Total for Vendor 574 (Rick Johnson Deer & Beaver Inc): 90.00 Safety Kleen Corporation, Inc. 01/25/2016 Solvent 45.84 Total for Check Number 103084: 45.84 Total for Vendor 588 (Safety Kleen Corporation, Inc.): 45.84 Minnesota Equipment 01/25/2016 Pepin Harrow Total for Check Number 103068: Total for Vendor 597 (Minnesota Equipment): 942.00 942.00 942.00 103085 633 Stantec Consulting Services 01/25/2016 997484 Pump House #6 3,432.25 Total for Check Number 103085: 3,432.25 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 9 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 633 (Stantec Consulting Services): 3,432.25 103086 634 Staples Advantage 01/25/2016 3288867864 Appointment Books, Sharpie Markers, Correctio 42.82 3288867865 Mouse Pad 5.39 3288867866 Scissors, Calculator 11.45 3288867867 Envelopes 20.00 3288867868 Envelopes 15.00 3288867869 Wrist Rest 16.39 3288867872 Clasp Envelopes, Pencils, Post It Notes 44.09 3288867873 Scotch Tape, Panel Clips, Sign Here Flags 40.51 103087 643 Total for Check Number 103086: 195.65 Total for Vendor 634 (Staples Advantage): 195.65 Storey Kenworthy/Matt Parrott 01/25/2016 PINV355235 W -2s & 1099s With Envelopes 240.92 Total for Check Number 103087: 240.92 Total for Vendor 643 (Storey Kenworthy/Matt Parrott): 240.92 103088 649 Sycom, Inc. 01/25/2016 03-1882-B Programming Door Sensors Total for Check Number 103088: Total for Vendor 649 (Sycom, Inc.): 103089 655 TASC - Client Invoices 01/25/2016 1,352.64 1,352.64 1,352.64 IN707339 December Admin Fees 106.21 Total for Check Number 103089: Total for Vendor 655 (TASC - Client Invoices): 103090 656 TDS Metrocom MN 01/25/2016 1/13/2016 Phone Service 1/13/2016 Phone Service 103091 671 12511008 Total for Check Number 103090: Total for Vendor 656 (TDS Metrocom MN): Trans Union LLC 01/25/2016 Background Checks Total for Check Number 103091: Total for Vendor 671 (Trans Union LLC): 106.21 106.21 226.73 37.03 263.76 263.76 37.20 37.20 37.20 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 10 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 103092 675 V76778 Tri-State Bobcat, Inc. 01/25/2016 #253 Service Total for Check Number 103092: Total for Vendor 675 (Tri-State Bobcat, Inc.): 438.75 438.75 438.75 103093 687 U.S. Bank 01/25/2016 1/6/2016-2015 Total Facility Solutions/Bulbs, Covers for Floure 35.05 1/6/2016-2015 Advanced Graphix/Fire Engine Sign 60.00 1/6/2016-2015 Dollar TreelPrograrn Supplies 76.06 1/6/2016-2015 Home Depot/Holiday Lights, Timers, Cords 127.06 1/6/2016-2015 Home Depot/Cordless Tools for Streets Shop 547.00 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 Home Depot/Studs for Storage Shelving 11.70 1/6/2016-2015 Target/Program Supplies 19.28 1/6/2016-2015 Italian Gourmet/Program Supplies 259.42 1/6/2016-2015 Verizon Wireless 20.25 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 Verizon Wireless 28.35 1/6/2016-2015 Macbookbidnis/Vehicle Booster (to be returned) 400.00 1/6/2016-2015 Target/Program Supplies 115.94 1/6/2016-2015 Office Max/Program Supplies 15.48 1/6/2016-2015 Target/Returned Dinnerware -57.84 1/6/2016-2015 Online Stores/American Flag, Pole 354.01 1/6/2016-2015 Walmart/Office Supplies 28.92 1/6/2016-2015 Fleet Farm/Firearms Cleaning Supplies 8.98 1/6/2016-2015 Verizon Wireless 19.87 1/6/2016-2015 Home Depot/Driver Kits, Screws 42.42 1/6/2016-2015 SpraySmarter/Electronic Valve for Brine Take S; 167.34 1/6/2016-2015 Verizon Wireless 28.35 1/6/2016-2015 Target/Council Farwell Cake 34.99 1/6/2016-2015 Pay Pal/Physio-Control LifePak Battery Charger 332.40 1/6/2016-2015 Amazon/Download Cables for Digital Cameras 15.98 1/6/2016-2015 Advanced Graphix/Fire Graphics #400 335.00 1/6/2016-2015 Bills/Non-oxy Fuel 13.50 1/6/2016-2015 ATT Store/Phone Protective Cases 100.49 1/6/2016-2015 Amazon/3M Heat Shrink Tubing & Wire Crimp( 45.18 1/6/2016-2015 Fleet Fann/Holiday Lights, Timers, Cords 327.89 1/6/2016-2015 Micro Format/Squad Car Printer Paper 123.00 1/6/2016-2015 Global/Expo Low Odor Dry Erase marker Organ 144.25 1/6/2016-2015 Galls/Squad Medical Bag Supplies 323.93 1/6/2016-2015 Galls/Uniform Allowance D. L'Allier 118.95 1/6/2016-2015 Amazon/Phone Cases 62.75 1/6/2016-2015 Target/Returned Mixing Bowl -10.71 1/6/2016-2015 Office Max/Office Supplies 39.66 1/6/2016-2015 Amazon/Pelican Cases for 4 Gas Monitors 127.27 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 ATT Store/Phone Protective Cases 100.50 1/6/2016-2015 Image Printing/Light Up Lino Lakes Winner Sig 194.62 1/6/2016-2015 Dollar Tree/Program Supplies 10.71 1/6/2016-2015 Verizon Wireless 280.70 1/6/2016-2015 Target/Program Supplies 34.12 1/6/2016-2015 Home Depot/Bit Kits 42.91 1/6/2016-2015 Snap-on/Breaker Bar 78.85 1/6/2016-2015 Green Mill/Reserve Meeting Supplies 53.51 1/6/2016-2015 Target/DC Chargers 24.95 1/6/2016-2015 Home Depot/Concrete Screws 20.78 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 11 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 1/6/2016-2015 Amazon/Air Bags for Squad Lockout Tools 21.37 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 Home Depot/Lumber for Benches 252.38 1/6/2016-2015 Target/Program Supplies Returned -13.91 1/6/2016-2015 Amazon/PVC Hose for Brine Tank 96.50 1/6/2016-2015 Verizon Wireless 159.49 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 Chanticlear Pizza/Warming House Pizza 70.00 1/6/2016-2015 Home Depot/Stylus Pen Light, Tape Measures 55.24 1/6/2016-2015 Target/Program Supplies 74.24 1/6/2016-2015 Uline/Vacuum Cleaners 624.81 1/6/2016-2015 Amazon/Vehicle Lockout Wedge 6.55 1/6/2016-2015 Amazon/Fastening Tape for Name Plates 4.21 1/6/2016-2015 Responder Gear/First In Supplies 715.97 1/6/2016-2015 FirstNet/POC Online Training 240.00 1/6/2016-2015 Cub/Reserve Meeting Supplies 5.75 1/6/2016-2015 Target/Returned Trivets -20.42 1/6/2016-2015 Pizza T/Meeting Supplies 91.45 1/6/2016-2015 Verizon Wireless 159.49 1/6/2016-2015 Amazon/Uniform Allowance J. Swenson 9.50 1/6/2016-2015 Home Depot/Lumber Hockey Rink Repair, Lock 168.72 1/6/2016-2015 Verizon Wireless 714.35 1/6/2016-2015 Amazon/3M Heat Shrink Butt Connectors 64.17 1/6/2016-2015 Tool Discounter/Work Lights for Shop 215.29 1/6/2016-2015 Amazon/Rubbermaid Deskside Recycling Conta 8.08 1/6/2016-2015 Fleet Farm/Holiday Lighting Supplies 282.04 1/6/2016-2015 JKB Cakes/Program Supplies 176.00 1/6/2016-2015 Verizon Wireless 28.35 1/6/2016-2015 Verizon Wireless 19.73 1/6/2016-2015 Micro Center/Cables for Smart Board 95.45 1/6/2016-2015 Amazon/Dinnerware Set 63.42 1/6/2016-2015 Verizon Wireless 199.22 1/6/2016-2015 Amazon/Slim Jim Lockout Tool 42.50 1/6/2016-2015 Fun Services/Prograin Supplies 1,646.88 1/6/2016-2015 Home Depot/Tool Chest, Tools and Attachments 855.06 1/6/2016-2015 Wayfair.com/White Boards 1,600.12 1/6/2016-2015 Aspen Mills/Uniform Allowance J. Swenson 263.60 1/6/2016-2015 Omega/Digital Temperature Controller for Falco 222.00 1/6/2016-2015 Amazon/Uniform Allowance J. Swenson 26.27 1/6/2016-2015 Verizon Wireless 218.32 1/6/2016-2015 Verizon Wireless 718.82 1/6/2016-2015 Verizon Wireless 20.31 1/6/2016-2015 Image Printing/Laminated Street Grid Maps 603.60 1/6/2016-2015 Verizon Wireless 159.49 1/6/2016-2015 Verizon Wireless 233.31 1/6/2016-2015 Target/DC Chargers 24.95 1/6/2016-2015 Amazon/Patch Cables 95.88 1/6/2016-2015 Produplicator.com/CD&DVD Duplicator 149.00 1/6/2016-2015 Verizon Wireless 198.95 1/6/2016-2015 Verizon Wireless 714.10 1/6/2016-2015 Pay Pal/Credit -166.20 1/6/2016-2015 Advanced Graphix/Fire Patch Decals 173.00 1/6/2016-2015 Verizon Wireless 219.76 1/6/2016-2015 Advanced Graphix/Helmet Names 44.00 1/6/2016-2015 Circle Pines Post Office/Stamps 78.40 1/6/2016-2015 Home Depot/Lumber, Screws, Vent Pipe 199.91 1/6/2016-2016 MPSTMA/Membership Dues 75.00 1/6/2016-2016 Int'1 Society of Arboriculture/Certification 130.00 1/6/2016-2016 Amazon/Senior Book Club 94.90 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 12 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 1/6/2016-2016 CPSWQ/Certification Prof. Storm Water Quality 1/6/2016-2016 Sensible Land Use Coalition/2016 Membership 1/6/2016-2016 MECA/2016 Conference 1/6/2016-2016 IACP/2016 Membership 1/6/2016-2016 Sensible Land Use Coalition/Event Registration 1/6/2016-2016 MN Chiefs of Police Assoc/2016 Membership 1/6/2016-2016 Best Buy/Speaker Wire, Keyboard Mice 1/6/2016-2016 Amazon/Cable for 911 Monitor in Apparatus Ba: 1/6/2016-2016 Dive Rescue International/Rescue Suits 103094 697 Req. No. 2 103095 708 355911 125.00 250.00 480.00 150.00 80.00 290.00 198.93 18.99 3,558.81 Total for Check Number 103093: 23,763.57 Total for Vendor 687 (U.S. Bank): 23,763.57 Valley Paving - Shakopee 01/25/2016 2015 Mill & Overlay Improvement Project Total for Check Number 103094: Total for Vendor 697 (Valley Paving - Shakopee): Waldoch Sports, Inc. 01/25/2016 #1228 Police Snowmobile Total for Check Number 103095: Total for Vendor 708 (Waldoch Sports, Inc.): 266,860.46 266,860.46 266,860.46 903.21 903.21 903.21 103096 729 Winnick Supply, Inc. 01/25/2016 305087 Chain Slip Hook Clevis, High Test Chain, Chain 77.91 306032 Solid Wire 94.66 308242 Ball Valve Full Port Threaded 106.26 309963 Support Pole for Float Shelter 17.45 Total for Check Number 103096: 296.28 Total for Vendor 729 (Winnick Supply, Inc.): 296.28 103097 733 WSB & Associates, Inc. 01/25/2016 1/4/16-003 Nov General Engineering 944.16 1/4/16-003 Nov General Engineering 4,755.17 1/4/16-003 Nov General Engineering 944.17 1/4/16-010 Nov Watermark Water Reuse 620.25 1/4/16-021 Nov NorthPointe 3rd Addition 6,032.00 1/4/16-030 Nov Fire Station Turn Lane/Wetland Mitigation 6,074.00 1/4/16-040 Nov Wall Subdivision 58.50 1/4/16-100 Nov Stormwater CIP 455.75 1/4/16-110 Nov Fire Station #2 Asbuilt Survey 1,274.00 1/4/16-210 Nov Misc. Escrow Review 4,624.75 1/4/16-340 Nov MS4 Services 288.00 1/4/16-430 Nov Wellhead Protection Plan Phase 1 & 2 88.50 1/4/16-630 Nov Saddle Club 377.00 1/4/16-631 Nov Saddle Club 214.50 1/4/16-650 Nov NorthPointe 663.00 1/4/16-652 Nov NorthPointe Phase 1 143.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 13 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 1/4/16-690 1/4/16-750 1/4/16-790 1/4/16-820 1/4/16-820 1/4/16-850 1/4/16-880 1/4/16-890 1/4/16-990 Nov Talan Ridge Nov Isabell Estates Nov Work Plan Water Resource Mgmt Guide Ph Nov Watermark by Mattamy Nov Watermark by Mattamy Nov 2015 Reconstruction Project Shenandoah A: Nov Trunk Watermain Aqua Lane to Black Duck Nov Robinson Drive Construction Nov Turnberry Crossing 2nd Addition 117.00 331.50 9,291.50 692.50 2,049.75 1,719.00 1,792.50 292.50 292.50 Total for Check Number 103097: 44,135.50 Total for Vendor 733 (WSB & Associates, Inc.): 44,135.50 103027 74 BCA - MNJIS Section 01/25/2016 00000296802 4th Qtr CJDN Connect 390.00 Total for Check Number 103027: 390.00 Total for Vendor 74 (BCA - MNJIS Section): 390.00 103035 761 Comcast 01/25/2016 12/24/15-2015 Phone/Internet 345.38 12/24/15-2016 Phone/Internet 290.71 103014 773 2015 CFD 103073 789 0375993 -IN 103013 796 Total for Check Number 103035: Total for Vendor 761 (Comcast): City of Circle Pines 01/15/2016 CFD Final Vacation & PTO Accruals Total for Check Number 103014: 636.09 636.09 9,602.74 9,602.74 Total for Vendor 773 (City of Circle Pines): 9,602.74 Paul Conway Shields 01/25/2016 Shields 100.48 Total for Check Number 103073: 100.48 Total for Vendor 789 (Paul Conway Shields): 100.48 Gregory A. Burrell 01/15/2016 PR Batch 00003.01.2016 Wage Levy -Order to D PR Batch 00003.01.2016 Wag 65.08 Total for Check Number 103013: Total for Vendor 796 (Gregory A. Burrell): 103028 84 Blue Tow Service, Inc. 01/25/2016 15-329/1255 ICR #15-300987 Chevy S10 16-107/0747 Nissan Pathfinder 65.08 65.08 140.00 214.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 14 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 103028: 354.00 Total for Vendor 84 (Blue Tow Service, Inc.): 354.00 103019 873 Ancom Communications 57672 Minitor VI Amplified Charger Base, Antenna 57694 Astron Power Supply, Desktop Mic 103057 880 9672 01/25/2016 144.00 355.00 Total for Check Number 103019: 499.00 Total for Vendor 873 (Ancom Communications): 499.00 Keltek, Inc. 01/25/2016 Single Unit Magnetic Mic Mount 27.03 Total for Check Number 103057: 27.03 Total for Vendor 880 (Keltek, Inc.): 27.03 103043 940 Emergency Response Solutions 5358 SCBA 5421 Hang Bars, Brackets, Ext Top Storage Shelf 01/25/2016 264,361.83 1,408.00 Total for Check Number 103043: 265,769.83 Total for Vendor 940 (Emergency Response Solutions): 265,769.83 103083 942 Roof Spec Inc. 01/25/2016 75702 Design Services Fire Station #2 Total for Check Number 103083: Total for Vendor 942 (Roof Spec Inc.): 103029 992 Bound Tree Medical, LLC 01/25/2016 82007305 First Aid Supplies Total for Check Nurnber 103029: Total for Vendor 992 (Bound Tree Medical, LLC): 103039 993 114988347 2,500.00 2,500.00 2,500.00 2,039.43 2,039.43 2,039.43 Deere & Company 01/25/2016 Heavy -Duty Rotary Broom, Two -Stage Snow B1 8,965.08 Total for Check Nurnber 103039: 8,965.08 Total for Vendor 993 (Deere & Company): 8,965.08 103045 994 Ess Brothers & Sons, Inc. 01/25/2016 UU9750 Manhole/Asphalt Repair Rings 1,140.00 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 15 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 103045: 1,140.00 Total for Vendor 994 (Ess Brothers & Sons, Inc.): 1,140.00 103051 995 Hallberg Engineering 01/25/2016 15523 Lino Lakes Fire Station Cx Total for Check Number 103051: Total for Vendor 995 (Hallberg Engineering): 103025 996 Auto Plus 01/25/2016 039133356 Deep Crystal Car Total for Check Number 103025: Total for Vendor 996 (Auto Plus): 103074 997 Paul Peltier 01/25/2016 10/13/2015 EMS Course Total for Check Number 103074: Total for Vendor 997 (Paul Peltier): 103062 998 Melody Meath 01/25/2016 1/7/2016 Refund Cancelled Tae Kwon Do Total for Check Number 103062: Total for Vendor 998 (Melody Meath): 2,150.00 2,150.00 2,150.00 11.98 11.98 11.98 250.00 250.00 250.00 73.00 73.00 73.00 103079 999 PreferredOne Insurance Company 01/25/2016 Jan 2016 Health Insurance Premiums 160 1,010.88 Jan 2016 Health Insurance Premiums 220 133.39 Jan 2016 Health Insurance Premiums 110 1,010.89 Jan 2016 Health Insurance Premiums 120 444.61 Jan 2016 Health Insurance Premiums 140 19,487.58 Jan 2016 Health Insurance Premiums 170 444.61 Jan 2016 Health Insurance Premiurns 130 1,010.89 Jan 2016 Health Insurance Premiurns 190 2,223.05 Jan 2016 Health Insurance Premiums 210 155.61 Jan 2016 Health Insurance Premiums 240 1,323.99 Jan 2016 Health Insurance Premiums 175 2,163.12 Jan 2016 Health Insurance Premiums 230 1,324.00 Jan 2016 Health Insurance Premiurns 100 1,010.89 Jan 2016 Health Insurance Premiums 200 155.61 Jan 2016 Health Insurance Premiums 310 0.00 Jan 2016 Health Insurance Premiums 180 889.22 Jan 2016 Health Insurance Premiums 300 6,758.34 Jan 2016 Health Insurance Premiums 150 1,162.52 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 16 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 103079: 40,709.20 Total for Vendor 999 (PreferredOne Insurance Company): 40,709.20 Report Total (88 checks): 870,973.22 AP Checks by Date - Detail by Vendor Number (1/14/2016 1:17 PM) Page 17 City of Lino Lakes Activity Codes Code 401 402 403 404 405 407 414 415 416 417 418 420 421 422 430 431 432 450 451 461 462 463 494 495 499 801 802 803 806 808 810 811 812 813 814 816 Description Mayor/Council Administration Elections Cable TV Charter Administration Finance Legal Consultants Economic Development Planning & Zoning Engineering Community Development Police Protection Fire Protection Building Inspections Streets Fleet Management Government Buildings Parks Recreation Environmental Solid Waste Abatement Forestry Water Sanitary Sewer Other Aerobics/Fitness Dodgeball Camp Adult Basketball Youth T -Ball Youth Baseball Camp Youth Playground Youth Safety Camp Youth Art Camps Adult Instruction Other Senior Programs/Book Club Puppet Shows Code 817 819 821 822 823 825 826 827 830 832 835 836 837 839 840 842 847 851 852 854 856 857 859 860 861 862 863 864 866 868 870 875 876 890 Description Spring Ring Community Gardens Youth Dance Classes Family Corn Roast Youth Day Trips Breakfast w/Santa Sweetheart Dance Gobbler Games Adult Golf Lessons Youth Hockey Skills Youth Skating Class Basket Have a Ball Equipment Rental Adult Softball Summer Adult Softball Fall Adult Open Volleyball Sports Sampler Youth Golf Lessons Youth Martial Arts Tennis Lessons Youth Soccer Soccer Fundamentals Letters from Santa Secret Shop Sports Camps Teens Day Trips Baseball Skills Preschool Playtime Toss, Kick & Catch Little Goblins Party Soccer Mini -Camp Snow Day Kite Day Senior Programs AP AP Checks by Account Number User: tracy.thoma Printed: 1/14/2016 1:21:37 PM Last name acct 1 base amount check number description Burrell Gregory A. NCPERS Minnesota PreferredOne Insurance Company PreferredOne Insurance Company Anoka Co. Property Records Tax Anoka Co. Property Records Tax Metro Council Env. Services Metro Council Env. Services Menards U.S. Bank Winnick Supply, Inc. PreferredOne Insurance Company Performance Plus LLC Anoka Co. Property Records Tax Business Data Record Services Business Data Record Services TASC - Client Invoices Munici-Pals PreferredOne Insurance Company Storey Kenworthy/Matt Parrott GDO Law GDO Law PreferredOne Insurance Company U.S. Bank U.S. Bank ESRI Permitworks LLC WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. ESRI WSB & Associates, Inc. 101-000-2040-000 65.08 103013 101-000-2040-000 288.00 103016 101-000-2040-000 0.00 103079 101-000-2041-000 6,758.34 103079 101-000-2081-000 46.00 103021 101-000-2081-000 46.00 103021 101-000-2120-000 12,425.00 103015 101-000-3414-000 -124.25 103015 101-401-4900-000 899.00 103063 101-401-4900-000 34.99 103093 101-401-4900-000 17.45 103096 101-402-4131-000 1,010.89 103079 101-402-4300-000 533.00 103075 101-402-4340-000 46.00 103021 101-402-4410-000 84.94 103030 101-402-4410-000 17.52 103030 101-402-4410-000 106.21 103089 101-402-4452-000 25.00 103070 101-407-4131-000 1,010.89 103079 101-407-4200-000 240.92 103087 101-414-4303-000 8,250.00 103050 101-414-4303-000 393.40 103050 101-416-4131-000 444.61 103079 101-416-4330-000 250.00 103093 101-416-4330-000 80.00 103093 101-416-4410-000 300.00 103044 101-416-4410-000 2,400.00 103076 101-417-4300-000 288.00 103097 101-417-4300-000 455.75 103097 101-417-4300-000 4,624.75 103097 101-417-4300-000 58.50 103097 101-417-4410-000 300.00 103044 101-417-4410-000 4,755.17 103097 PR Batch 00003.01.2016 Wage Levy -Order to Deduct February Insurance Premiums Health Insurance Premiums Health Insurance Premiums Easement Encroachment -7124 Gray Heron Dr Easement Encroachment -6459 Deerwood Ln December 2015 SAC December 2015 SAC Ambassador Float Shelter Target/Council Farwell Cake Support Pole for Float Shelter Health Insurance Premiums Preplacement Screen Lindahl, Kurtz Ord. No. 07-15 Rezone Lake Dr Document Destruction Document Destruction December Admin Fees 2016 Membership Dues Health Insurance Premiums W -2s & 1099s With Envelopes Legal Prosecution Contract Legal Forfeiture Health Insurance Premiums Sensible Land Use Coalition/2016 Membership Sensible Land Use Coalition/Event Registration ArcGIS Desktop Basic Permits & Inspections Software Nov MS4 Services Nov Stormwater CIP Nov Misc. Escrow Review Nov Wall Subdivision ArcGIS Desktop Basic Nov General Engineering AP - AP Checks by Account Number (1/14/2016) Page 1 of 8 last name acct 1 base amount check number description PreferredOne Insurance Company ESRI PreferredOne Insurance Company Image Printing & Graphics, Inc U.S. Bank Bound Tree Medical, LLC Lynn Peavey Company U.S. Bank U.S. Bank Keltek, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank BCA Aspen Mills, Inc. Aspen Mills, Inc. U.S. Bank U.S. Bank U.S. Bank Connexus Energy U.S. Bank U.S. Bank Anoka Co. Cent. Communications Anoka Co. Cent. Communications BCA - MNJIS Section Business Data Record Services Metro Sales Incorporated Trans Union LLC Anoka Co. Chiefs of Police Anoka Co. Chiefs of Police Anoka Co. Chiefs of Police MCPA-MN Crime Prevention Assoc U.S. Bank U.S. Bank City of Circle Pines PreferredOne Insurance Company U.S. Bank U.S. Bank 101-418-4131-000 101-418-4410-000 101-420-4131-000 101-420-4200-000 101-420-4200-000 101-420-4211-000 101-420-4211-000 101-420-4211-000 101-420-4211-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4321-000 101-420-4321-000 101-420-4321-000 101-420-4330-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4381-000 101-420-4386-000 101-420-4386-000 101-420-4410-000 101-420-4410-000 101-420-4410-000 101-420-4410-000 101-420-4410-000 101-420-4410-000 101-420-4452-000 101-420-4452-000 101-420-4452-000 101-420-4452-000 101-420-4452-000 101-420-4452-000 101-421-4101-000 101-421-4131-000 101-421-4200-000 101-421-4200-000 1,010.89 103079 Health Insurance Premiums 300.00 103044 ArcGIS Desktop Basic 19,487.58 103079 Health Insurance Premiums 69.00 103054 Business Cards K. Kraemer 123.00 103093 Micro Format/Squad Car Printer Paper 2,039.43 103029 First Aid Supplies 174.20 103058 Evidence Supplies 323.93 103093 Galls/Squad Medical Bag Supplies 8.98 103093 Fleet Fann/Firearms Cleaning Supplies 27.03 103057 Single Unit Magnetic Mic Mount 149.00 103093 Produplicator.com/CD&DVD Duplicator 42.50 103093 Amazon/Slim Jim Lockout Tool 6.55 103093 Amazon/Vehicle Lockout Wedge 21.37 103093 Amazon/Air Bags for Squad Lockout Tools 15.98 103093 Amazon/Download Cables for Digital Cameras 714.10 103093 Verizon Wireless 714.35 103093 Verizon Wireless 718.82 103093 Verizon Wireless 75.00 103026 DMT -G Online Recertification Training M. Paulson 282.70 103023 Uniforn Allowance - C. Boehme 186.83 103023 Uniform Allowance - B. Strub 9.50 103093 Amazon/Uniforn Allowance J. Swenson 263.60 103093 Aspen Mills/Uniform Allowance J. Swenson 26.27 103093 Amazon/Uniform Allowance J. Swenson 28.33 103037 Electric 5.75 103093 Cub/Reserve Meeting Supplies 53.51 103093 Green Mill/Reserve Meeting Supplies 656.20 103020 Dec Verizon Wireless Internet Access 900.00 103020 4th Qtr State Access Fee Criminal Justice Data Network 390.00 103027 4th Qtr CJDN Connect 35.04 103030 Document Destruction 98.00 103065 Ricoh MP 4001 SP Copier Maintenance Contract 37.20 103091 Background Checks 126.00 103012 2016 Dues 126.00 103012 2016 Dues 126.00 103012 2016 Dues 45.00 103061 2016 Membership 290.00 103093 MN Chiefs of Police Assoc/2016 Membership 150.00 103093 IACP/2016 Membership 9,602.74 103014 CFD Final Vacation & PTO Accruals 1,162.52 103079 Health Insurance Premiums 91.45 103093 Pizza T/Meeting Supplies 60.00 103093 Advanced Graphix/Firc Engine Sign AP - AP Checks by Account Number (1/14/2016) Page 2 of 8 last name acct 1 base amount check number description Auto Plus Frattallone's/Circle Pines Ace U.S. Bank U.S. Bank U.S. Bank Ancom Communications Fire Safety U.S.A. Frattallone's/Circle Pines Ace Menards Menards U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Performance Plus LLC Peltier Paul U.S. Bank U.S. Bank Metro Chief Fire Officers Metro Chief Fire Officers U.S. Bank PreferredOne Insurance Company U.S. Bank Permitworks LLC U.S. Bank U.S. Bank U.S. Bank ESRI PreferredOne Insurance Company Ess Brothers & Sons, Inc. North Pine Aggregate Frattallone's/Circle Pines Ace U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank 101-421-4211-000 101-421-4211-000 101-421-4211-000 101-421-4211-000 101-421-4211-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4240-000 101-421-4300-000 101-421-4330-000 101-421-4330-000 101-421-4370-000 101-421-4452-000 101-421-4452-000 101-421-5000-000 101-422-4131-000 101-422-4240-000 101-422-4300-000 101-422-4321-000 101-422-4321-000 101-422-4321-000 101-422-4410-000 101-430-4131-000 101-430-4224-000 101-430-4229-000 101-430-4240-000 101-430-4240-000 101-430-4240-000 101-430-4240-000 101-430-4321-000 101-430-4321-000 11.98 103025 Deep Crystal Car 19.58 103049 Absorbent Oil Dri 44.00 103093 Advanced Graphix/Helmet Names 335.00 103093 Advanced Graphix/Fire Graphics #400 173.00 103093 Advanced Graphix/Fire Patch Decals 144.00 103019 Minitor VI Amplified Charger Base, Antenna 375.00 103048 Gear Bags 28.89 103049 Silicone, Fasteners 85.10 103063 Flexzilla Cord, Plugs 85.64 103063 Windtunnel 3 Pro, Hose 603.60 103093 Image Printing/Laminated Street Grid Maps 18.99 103093 Amazon/Cable for 911 Monitor in Apparatus Bay 715.97 103093 Responder Gear/First In Supplies 127.27 103093 Amazon/Pelican Cases for 4 Gas Monitors 95.45 103093 Micro Center/Cables for Smart Board 332.40 103093 Pay Pal/Physio-Control LifePak Battery Charger 400.00 103093 Macbookbidnis/Vehicle Booster (to be returned) -166.20 103093 Pay Pal/Credit 95.88 103093 Amazon/Patch Cables 198.93 103093 Best Buy/Speaker Wire, Keyboard Mice 916.00 103075 Preplacement Screen Thole, Verling, Belting 250.00 103074 EMS Course 240.00 103093 FirstNet/POC Online Training 118.95 103093 Galls/Uniform Allowance D. L'Allier 100.00 103064 2016 Dues D. L'Allier 100.00 103064 2016 Dues J. Swenson 3,558.81 103093 Dive Rescue International/Rescue Suits 1,010.88 103079 Health Insurance Premiums 55.24 103093 Horne Depot/Stylus Pen Light, Tape Measures 4,175.00 103076 Permits & Inspections Software 19.73 103093 Verizon Wireless 19.73 103093 Verizon Wireless 19.73 103093 Verizon Wireless 1,000.00 103044 ArcGIS Desktop Basic 2,223.05 103079 Health Insurance Premiums 1,140.00 103045 Manhole/Asphalt Repair Rings 499.95 103071 1.5" Rock for General Use and Utility Repairs 145.96 103049 Snow Shovels, Salt Spreader 62.75 103093 Amazon/Phone Cases 547.00 103093 Home Depot/Cordless Tools for Streets Shop 855.06 103093 Horne Depot/Tool Chest, Tools and Attachments 20.25 103093 Verizon Wireless 19.87 103093 Verizon Wireless AP - AP Checks by Account Number (1/14/2016) Page 3 of 8 last name acct 1 base amount check number description U.S. Bank U.S. Bank U.S. Bank Connexus Energy Rick Johnson Deer & Beaver Inc PreferredOne Insurance Company Mansfield Oil Company U.S. Bank Auto Nation Ford White Bear Lk Como Lube & Supplies, Inc. Fastenal Company Hydraulics Plus & Consulting Hydraulics Plus & Consulting O'Reilly Automotive Stores O'Reilly Automotive Stores O'Reilly Automotive Stores O'Reilly Automotive Stores Safety Kleen Corporation, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Winnick Supply, Inc. Winnick Supply, Inc. Emergency Apparatus Maint. Tri-State Bobcat, Inc. Waldoch Sports, Inc. Pitney Bowes, Inc. Staples Advantage Staples Advantage Staples Advantage Staples Advantage Staples Advantage Staples Advantage U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank 101-430-4321-000 20.31 103093 101-430-4330-000 130.00 103093 101-430-4330-000 125.00 103093 101-430-4385-000 1,423.22 103037 101-430-4410-000 90.00 103082 101-431-4131-000 444.61 103079 101-431-4212-000 3,281.17 103059 101-431-4212-000 13.50 103093 101-431-4221-000 22.39 103024 101-431-4221-000 626.45 103036 101-431-4221-000 78.60 103046 101-431-4221-000 118.98 103053 101-431-4221-000 60.80 103053 101-431-4221-000 8.47 103072 101-431-4221-000 24.99 103072 101-431-4221-000 63.75 103072 101-431-4221-000 -24.99 103072 101-431-4221-000 45.84 103084 101-431-4221-000 215.29 103093 101-431-4221-000 167.34 103093 101-431-4221-000 78.85 103093 101-431-4221-000 222.00 103093 101-431-4221-000 45.18 103093 101-431-4221-000 35.05 103093 101-431-4221-000 64.17 103093 101-431-4221-000 96.50 103093 101-431-4221-000 94.66 103096 101-431-4221-000 77.91 103096 101-431-4300-000 3,520.74 103041 101-431-4300-000 438.75 103092 101-431-4300-000 903.21 103095 101-432-4200-000 50.14 103077 101-432-4200-000 44.09 103086 101-432-4200-000 5.39 103086 101-432-4200-000 42.82 103086 101-432-4200-000 16.39 103086 101-432-4200-000 40.51 103086 101-432-4200-000 11.45 103086 101-432-4200-000 8.08 103093 101-432-4200-000 144.25 103093 101-432-4200-000 28.92 103093 101-432-4200-000 4.21 103093 101-432-4200-000 39.66 103093 Verizon Wireless Intl Society of Arboriculture/Certification CPSWQ/Certification Prof. Storm Water Quality Electric December Deer Removal Health Insurance Premiums 1,987 87 Unl w/10%Eth Bills/Non-oxy Fuel #603 Resistor 5w20 Engine Oil Fasteners Hoses for Old Loader #249 Hose Stock Oil Filters Oil Dispenser ThrdLocks, Push Buttons Returned Oil Dispenser Solvent Tool Discounter/Work Lights for Shop SpraySmarter/Electronic Valve for Brine Take System Snap-on/Breaker Bar Omega/Digital Temperature Controller for Falcon Hotbox Amazon/3M Heat Shrink Tubing & Wire Crimper Total Facility Solutions/Bulbs, Covers for Flourescent Lights Amazon/3M Heat Shrink Butt Connectors Amazon/PVC Hose for Brine Tank Solid Wire Chain Slip Hook Clevis, High Test Chain, Chain Clevis Engine 21 Service #253 Service #1228 Police Snowmobile E -Z Seal Clasp Envelopes, Pencils, Post It Notes Mouse Pad Appointment Books, Sharpie Markers, Correction Tape Wrist Rest Scotch Tape, Panel Clips, Sign Here Flags Scissors, Calculator Amazon/Rubbermaid Deskside Recycling Container Global/Expo Low Odor Dry Erase marker Organizer Walmart/Office Supplies Amazon/Fastening Tape for Name Plates Office Max/Office Supplies AP - AP Checks by Account Number (1/14/2016) Page 4 of 8 last name acct 1 base amount check number description Dalco, Inc. Dalco, Inc. Dalco, Inc. Filtration Systems, Inc. J.H. Larson Company, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Anoka Co. Treasury Department Roof Spec Inc. Sycom, Inc. Comcast Comcast TDS Metrocom MN Connexus Energy Centennial Utilities CenterPoint Energy CenterPoint Energy CenterPoint Energy Ace Solid Waste, Inc. AmeriPride Services, Inc. Jani-King Of Minnesota, Inc. Jani-King Of Minnesota, Inc. Metro Sales Incorporated Plunkett's Pest Control Inc. PreferredOne Insurance Company Deere & Company Frattallone's/Circle Pines Ace Minnesota Equipment U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Connexus Energy Centennial Utilities Centennial Utilities Centennial Utilities CenterPoint Energy 101-432-4211-000 697.13 103038 101-432-4211-000 14.06 103038 101-432-4211-000 2,369.84 103038 101-432-4211-000 345.57 103047 101-432-4211-000 765.67 103055 101-432-4211-000 20.78 103093 101-432-4211-000 624.81 103093 101-432-4211-000 327.89 103093 101-432-4211-000 127.06 103093 101-432-4211-000 168.72 103093 101-432-4211-000 282.04 103093 101-432-4211-000 199.91 103093 101-432-4300-000 150.00 103022 101-432-4300-000 2,500.00 103083 101-432-4300-000 1,352.64 103088 101-432-4321-000 345.38 103035 101-432-4321-000 290.71 103035 101-432-4321-000 226.73 103090 101-432-4381-000 1,113.65 103037 101-432-4383-000 2,854.14 103031 101-432-4383-000 302.78 103032 101-432-4383-000 202.22 103032 101-432-4383-000 247.11 103032 101-432-4384-000 738.24 103017 101-432-4410-000 37.09 103018 101-432-4410-000 2,936.00 103056 101-432-4410-000 455.00 103056 101-432-4410-000 223.00 103065 101-432-4410-000 350.00 103078 101-450-4131-000 2,163.12 103079 101-450-4211-000 8,965.08 103039 101-450-4211-000 35.45 103049 101-450-4211-000 942.00 103068 101-450-4211-000 252.38 103093 101-450-4321-000 233.31 103093 101-450-4321-000 218.32 103093 101-450-4321-000 219.76 103093 101-450-4330-000 75.00 103093 101-450-4381-000 69.07 103037 101-450-4383-000 27.45 103031 101-450-4383-000 88.64 103031 101-450-4383-000 142.02 103031 101-450-4383-000 46.05 103032 Towels, Tissues, Can Liners Handle Sweeper Gel B&C Air Filters for City Hall Fluorescent Lamps Home Depot/Concrete Screws Uline/Vacuum Cleaners Fleet Farm/Holiday Lights, Timers, Cords Home Depot/Holiday Lights, Timers, Cords Home Depot/Lumber Hockey Rink Repair, Lock Lube Oil, Scoop Fleet Farm/Holiday Lighting Supplies Home Depot/Lumber, Screws, Vent Pipe February Broadband Design Services Fire Station #2 Programming Door Sensors Phone/Internet Phone/Internet Phone Service Electric Natural Gas -600 Town Ctr Pkwy Natural Gas -1187 Main St. Natural Gas -1189 Main St. Natural Gas -1189 Main St. Trash/Recycle Shop Towels January Monthly Contract Billing January Monthly Contract Billing Ricoh MP 3500 Copier Maintenance Contract Extra Service Health Insurance Premiums Heavy -Duty Rotary Broom, Two -Stage Snow Blower Drill Bit, Spade Bit, Propane Cylinder Pepin Harrow Home Depot/Lumber for Benches Verizon Wireless Verizon Wireless Verizon Wireless MPSTMA/Membership Dues Electric Natural Gas -6811 Lake Drive Natural Gas -7204 Lake Dr Natural Gas -6918 Sunrise Natural Gas -1179 Main St. AP - AP Checks by Account Number (1/14/2016) Page 5 of 8 last name acct 1 base amount check number description PreferredOne Insurance Company U.S. Bank U.S. Bank U.S. Bank Press Publications, Inc. PreferredOne Insurance Company U.S. Bank U.S. Bank U.S. Bank U.S. Bank PreferredOne Insurance Company Desktop Impressions - Kristin Pechman Republic Services #894 PreferredOne Insurance Company Meath Melody U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Costco Wholesale U.S. Bank U.S. Bank U.S. Bank Staples Advantage Staples Advantage U.S. Bank U.S. Bank Press Publications, Inc. Press Publications, Inc. Emergency Automotive Tech. Blue Tow Service, Inc. Blue Tow Service, Inc. Emergency Response Solutions Fire Safety U.S.A. Paul Conway Shields Ancom Communications Emergency Response Solutions 101-451-4131-000 101-451-4321-000 101-451-4321-000 101-451-4321-000 101-451-4340-000 101-461-4131-000 101-461-4321-000 101-461-4321-000 101-461-4321-000 101-461-4330-000 101-462-4131-000 101-462-4340-000 101-462-4410-000 101-463-4131-000 201-000-3810-801 201-205-4211-814 201-205-4211-814 201-205-4211-814 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-825 201-205-4211-828 201-205-4211-859 201-205-4211-859 201-205-4211-859 201-205-4211-859 201-205-4410-860 201-207-4211-835 205-497-4211-000 205-497-4211-000 206-420-4240-000 207-420-4300-000 208-420-4300-000 402-421-5000-000 402-421-5000-000 402-421-5000-000 402-421-5000-421 402-421-5000-421 889.22 28.35 28.35 28.35 78.00 155.61 19.73 19.73 19.73 480.00 133.39 50.00 109.52 155.61 73.00 34.12 94.90 259.42 176.00 115.94 10.71 -13.91 76.06 74.24 19.28 153.69 194.62 78.40 15.48 20.00 15.00 1,646.88 70.00 742.50 672.00 1,424.30 140.00 214.00 264,361.83 273.00 100.48 355.00 1,408.00 103079 Health Insurance Premiums 103093 Verizon Wireless 103093 Verizon Wireless 103093 Verizon Wireless 103080 Warming House Ad 103079 Health Insurance Premiums 103093 Verizon Wireless 103093 Verizon Wireless 103093 Verizon Wireless 103093 MECA/2016 Conference 103079 Health Insurance Premiums 103040 January Recycling Postcard Design Layout 103081 Organic Recycling 103079 Health Insurance Premiums 103062 Refund Cancelled Tae Kwon Do 103093 Target/Program Supplies 103093 Amazon/Senior Book Club 103093 Italian Gourmet/Program Supplies 103093 JKB Cakes/Program Supplies 103093 Target/Program Supplies 103093 Dollar Tree/Program Supplies 103093 Target/Program Supplies Returned 103093 Dollar Tree/Program Supplies 103093 Target/Program Supplies 103093 Target/Program Supplies 103011 Breakfast With Santa Supplies 103093 Image Printing/Light Up Lino Lakes Winner Signs 103093 Circle Pines Post Office/Stamps 103093 Office Max/Program Supplies 103086 Envelopes 103086 Envelopes 103093 Fun Services/Program Supplies 103093 Chanticlear Pizza/Warming House Pizza 103080 Blue Heron Days 103080 Blue Heron Days 103042 Move Equipment from Nissan Exterra to Toyota Corolla 103028 ICR #15-300987 Chevy S10 103028 Nissan Pathfinder 103043 SCBA 103048 Fire Helmets With Amber Defender Shields 103073 Shields 103019 Astron Power Supply, Desktop Mic 103043 Hang Bars, Brackets, Ext Top Storage Shelf AP - AP Checks by Account Number (1/14/2016) Page 6 of 8 last name acct 1 base amount check number description Maplewood Fire Department U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Midway Ford Company WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. Valley Paving - Shakopee WSB & Associates, Inc. CNH Architects Hallberg Engineering WSB & Associates, Inc. Stantec Consulting Services WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. MN Dept of Health City of Shoreview PreferredOne Insurance Company Winnick Supply, Inc. U.S. Bank U.S. Bank U.S. Bank Hawkins, Inc. Hawkins, Inc. WSB & Associates, Inc. U.S. Bank U.S. Bank U.S. Bank TDS Metrocom MN Circle Pines Post Office Connexus Energy City of Shoreview CenterPoint Energy CenterPoint Energy CenterPoint Energy CenterPoint Energy PreferredOne Insurance Company U.S. Bank 402-421-5000-421 1,105.00 103060 402-421-5000-421 354.01 103093 402-421-5000-421 -10.71 103093 402-421-5000-421 1,600.12 103093 402-421-5000-421 -57.84 103093 402-421-5000-421 -20.42 103093 402-421-5000-421 63.42 103093 402-431-5000-000 29,465.70 103067 406-499-4304-000 88.50 103097 406-499-4304-000 620.25 103097 406-499-4304-000 2,049.75 103097 421-499-4400-113 266,860.46 103094 422-499-4304-000 9,291.50 103097 478-499-4300-000 4,354.57 103034 478-499-4300-000 2,150.00 103051 478-499-4304-000 1,274.00 103097 479-499-4304-112 3,432.25 103085 481-499-4304-000 6,074.00 103097 482-499-4304-000 1,719.00 103097 483-499-4304-000 1,792.50 103097 601-000-2140-000 7,095.00 103069 601-000-2140-000 9.54 103033 601-494-4131-000 1,324.00 103 079 601-494-4211-000 106.26 103096 601-494-4211-000 11.70 103093 601-494-4211-000 24.95 103093 601-494-4211-000 100.50 103093 601-494-4222-000 60.00 103052 601-494-4222-000 6,865.61 103052 601-494-4304-000 944.16 103097 601-494-4321-000 198.95 103093 601-494-4321-000 199.22 103093 601-494-4321-000 280.70 103093 601-494-4321-000 37.03 103090 601-494-4322-000 335.83 103010 601-494-4381-000 1,463.65 103037 601-494-4382-000 2,602.29 103033 601-494-4383-000 31.96 103032 601-494-4383-000 39.48 103032 601-494-4383-000 25.50 103032 601-494-4383-000 67.41 103032 602-495-4131-000 1,323.99 103079 602-495-4211-000 100.49 103093 Used Gear Lockers Online Stores/American Flag, Pole Target/Returned Mixing Bowl Wayfair.com/White Boards Target/Returned Dinnerware Target/Returned Trivets Amazon/Dinnerware Set 2016 Ford F250 Nov Wellhead Protection Plan Phase 1 & 2 Nov Watermark Water Reuse Nov Watermark by Mattamy 2015 Mill & Overlay Improvement Project Nov Work Plan Water Resource Mgmt Guide Plan Architectural Design Fire House #2 Lino Lakes Fire Station Cx Nov Fire Station #2 Asbuilt Survey Pump House #6 Nov Fire Station Turn Lane/Wetland Mitigation Nov 2015 Reconstruction Project Shenandoah Area Nov Trunk Watermain Aqua Lane to Black Duck Drive 4th Qtr Community Water Supply Connection Fee 4th Qtr Sewer/Water Health Insurance Premiums Ball Valve Full Port Threaded Home Depot/Studs for Storage Shelving Target/DC Chargers ATT Store/Phone Protective Cases Chlorine Cylinders LPC -5, Hydrofluosilicic Acid, Chlorine Cylinder Nov General Engineering Verizon Wireless Verizon Wireless Verizon Wireless Phone Service Utility Billing Postage Electric 4th Qtr Sewer/Water Natural Gas -1180 Birch St. Natural Gas -6774 Black Duck Dr Natural Gas -6520 Pheasant Run Natural Gas -6786 Clearwater Ck Health Insurance Premiums ATT Store/Phone Protective Cases AP - AP Checks by Account Number (1/14/2016) Page 7 of 8 last name acct 1 base amount check number description U.S. Bank 602-495-4211-000 24.95 103093 Target/DC Chargers U.S. Bank 602-495-4240-000 42.42 103093 Home Depot/Driver Kits, Screws U.S. Bank 602-495-4240-000 42.91 103093 Home Depot/Bit Kits WSB & Associates, Inc. 602-495-4304-000 944.17 103097 Nov General Engineering U.S. Bank 602-495-4321-000 159.49 103093 Verizon Wireless U.S. Bank 602-495-4321-000 159.49 103093 Verizon Wireless U.S. Bank 602-495-4321-000 159.49 103093 Verizon Wireless Circle Pines Post Office 602-495-4322-000 335.82 103010 Utility Billing Postage Connexus Energy 602-495-4381-000 489.38 103037 Electric City of Shoreview 602-495-4382-000 1,355.35 103033 4th Qtr Sewer/Water CenterPoint Energy 602-495-4383-000 18.61 103032 Natural Gas -6300 Laurene Ave CenterPoint Energy 602-495-4383-000 19.15 103032 Natural Gas -2200 E. Cedar St. Centennial Utilities 602-495-4383-000 19.96 103031 Natural Gas -Sunrise CenterPoint Energy 602-495-4383-000 20.26 103032 Natural Gas -6666 Black Duck Dr CenterPoint Energy 602-495-4383-000 18.61 103032 Natural Gas -1473 Snow Goose Tr Metropolitan Council 602-495-4405-000 73,130.43 103066 February Waste Water Services WSB & Associates, Inc. 801-000-2300-000 692.50 103097 Nov Watermark by Mattamy WSB & Associates, Inc. 801-000-2303-102 117.00 103097 Nov Talan Ridge WSB & Associates, Inc. 801-000-2304-102 331.50 103097 Nov Isabell Estates WSB & Associates, Inc. 801-000-2306-102 6,032.00 103097 Nov NorthPointe 3rd Addition WSB & Associates, Inc. 801-000-2312-102 292.50 103097 Nov Tumberry Crossing 2nd Addition WSB & Associates, Inc. 801-000-2329-102 663.00 103097 Nov NorthPointe WSB & Associates, Inc. 801-000-2329-102 143.00 103097 Nov NorthPointe Phase 1 WSB & Associates, Inc. 801-000-2330-102 292.50 103097 Nov Robinson Drive Construction WSB & Associates, Inc. 801-000-2332-102 377.00 103097 Nov Saddle Club WSB & Associates, Inc. 801-000-2332-102 214.50 103097 Nov Saddle Club 870,973.22 AP - AP Checks by Account Number (1/14/2016) Page 8 of 8 CITY COUNCIL WORK SESSION January 4, 2016 DRAFT DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT CITY OF LINO LAKES MINUTES : January 4, 2016 . 6:00 p.m. . 9:00 p.m. : Council Member Rafferty, Kusterman, Maher, Manthey and Mayor Reinert : None Staff members present: City Administrator Jeff Karlson; City Clerk Julie Bartell; Finance Director Sarah Cotton; City Engineer Diane Hankee; Deputy Director of Public Safety Police Kelly McCarthy; Public Safety Director John Swenson; Public Services Director Rick DeGardner; Deputy Director of Public Safety Fire Dan D'Allier. Oath of Office - The Oath of Office was administered by the City Clerk to the following elected officials: - Jeff Reinert, Mayor; - Melissa Maher, Council Member; - Michael Manthey, Council Member. 1. Public Safety/Public Services Vehicle Capital Replacement Plan. Public Safety Director Swenson reviewed his written report, including the current equipment inventory for the Public Safety Department - Fire and his recommendation for a replacement schedule. Director Swenson discussed his recommendation to use Centennial Fire District (CFD) capital replacement fund assets that will be transferred to the city for the purchase of two light rescue/mini pumper vehicles. He reviewed the benefit of adding those vehicles to the city fleet, including less use of the larger used fire vehicles thus cutting down on repair costs, a reduction in city's fire vehicle fleet (sell grass trucks and possibly a rescue vehicle) and the possibility of improving the city's ISO rating. The council discussed the use of the capital funds coming from the CFD. Mayor Reinert said he recommends a model where the city is putting money into a fund regularly, sets a schedule for projected needs and establishes an annual amount without fluctuation; he can't speak in favor of spending all the funds coming from the CFD fund right away. The city does have the needed equipment now to provide services to the residents. He'd like to see a situation where the city can stand down and look at how things go and decide on a spending plan. Since the services will be somewhat less than CFD, he thinks the funds needed for equipment should be further analyzed, after the department has been in operation for a while. 1 CITY COUNCIL WORK SESSION January 4, 2016 DRAFT 46 Council Member Kusterman asked about the proposal to purchase the light rescue/mini 47 pumper trucks. Does the recommendation to purchase those vehicles mean that the just 48 purchased fire trucks aren't expected to be used for very long? Director Swenson 49 explained that his recommendation to purchase the smaller vehicles is about prolonging 50 the life of those larger vehicles and also decreasing associated repair costs. 51 52 Public Safety Deputy Director D'Allier explained that the new fire trucks were well 53 inspected before being purchased but they have required some repair while being used for 54 training. The aggressive training schedule will continue. 55 56 The council discussed how the city's ISO rating is determined. Director Swenson 57 suggested that while the addition of the station plays a role, the equipment is big part of 58 the rating. 59 60 When Mayor Reinert asked how the city can have its ISO rating reviewed, Deputy 61 Director D'Allier explained that the department must be in operation for one year and can 62 then request an audit. 63 64 Council Member Maher said that she is inclined to think that waiting on the equipment 65 purchase is good so the city can see what is really needed. She wonders if the city could 66 be causing disrepair to equipment that isn't used regularly. She wants to ensure first and 67 foremost that the community will be best served by the equipment. Director Swenson 68 explained that the equipment has a regular maintenance schedule. 69 70 The council reviewed renderings of the light rescue/mini pumper truck. They discussed 71 the longevity of the vehicles, the ability to replace just the chassis portion, and availability 72 of the vehicles through different manufacturers. The ISO rating was discussed again and 73 the council heard that not all insurance companies utilize that rating system. 74 75 Mayor Reinert remarked that this is an expensive decision to make at this point. He'd 76 like to see the fire service run for a while and he's suggesting a review after four months. 77 He would like to look at the concept of a fixed annual budget for equipment. The 78 council heard about a February cut-off date for ordering the new pumper trucks; the 79 schedule is questionable after that time. The mayor asked that the council receive 80 additional information based on their discussion. 81 82 The council moved to discussion of the police division equipment. Director Swenson 83 reviewed the written staff report outlining the police division fleet needs and the 84 standards used to establish those needs. When Director Swenson discussed the rotation 85 of vehicles within the fleet, the mayor said he recalls a four-year rotation rather than the 86 three-year indicated. Deputy Director McCarthy explained that the department begins 87 looking at the vehicles at three years. Council Member Kusterman asked why all the 88 vehicles come from the Ford line and Director Swenson explained that the Ford models 89 serve the department's purpose well and further changing to a different brand could add 90 costs in updating for required equipment. 2 CITY COUNCIL WORK SESSION January 4, 2016 DRAFT 91 92 The staff report outlining the Public Services Vehicle Capital Replacement plan was 93 reviewed. 94 95 The council will consider approval of Certificates of Indebtedness for the Police and 96 Public Services vehicles but will wait for more information on the Fire Division vehicle 97 plan. 98 99 2. Approval Process for Capital Expenditures - The council discussed the 100 purchase schedule of the vehicles and how the expenditures come forward for approval. 101 It would be better to see when those purchases occur. The mayor suggested adding an 102 item to the Weblink that provides up to date information on the schedule of purchases. 103 Finance Director Cotton said she will work on keeping the council informed through a 104 status tracker communicated through the Weekly Update. 105 106 4. NE Lino Drainage Study — The council had received a written report from Katy 107 Thompson, consultant with WSB and Associates, outlining the concept of a NE Area 108 Drainage feasibility study modeling the drainage for 1400 acres of land on the east and 109 west sides of I -35E, and north of Main Street. Community Development Director 110 Grochala and City Engineer Hankee reviewed a map showing the area impacted by the 111 drainage. Currently the area is served by a tile system that is very old and is geared 112 toward agricultural use of the land. The system is certainly not designed to handle 113 residential improvements and additional impervious surfaces. The council has received 114 updates over the past two years as city staff has been working with consultants on an 115 alternative drainage system involving a storm drain. 116 117 Katy Thompson, WSB & Associates, explained the drainage study process. The 118 drainage plan is to construct a pipeline to drain approximately 13,000 acres. The biggest 119 consideration in formulating this plan has been to not impact the water level of Peltier 120 Lake where the pipeline will drain. Therefore the system would include a flood gate. 121 The system would also include a pipe under Highway 35E. Community Development 122 Director Grochala added that the plan includes abandoning the current ditch system but 123 that system would be maintained just as long as necessary until all property is included in 124 the new system. He is confident that the proposed system would be a great improvement 125 and necessary as development moves forward in the area. Some property easements will 126 be required and those property owners are being consulted. If the Matamy development 127 occurs, they would certainly be picking up on the pipe. 128 129 Director Grochala explained that staff wanted to bring the council up to date on the plan 130 since things are moving along, including discussion with the watershed district. Staff 131 will report again next month. The question will be the cost of the feasibility study and 132 how to finance the cost that will be passed on to developers. City Engineer Hankee 133 confirmed that staff will seek grant opportunities. 134 3 CITY COUNCIL WORK SESSION January 4, 2016 DRAFT 135 3. 2016 Mill and Overlay Project — Director Grochala explained that this report 136 looks at next year's project with the understanding that staff is still working on finishing 137 up this year's projects. The Mill and Overlay Project is done annually and is based on 138 the groundwork establishing by the city's Pavement Management Plan. That plan 139 basically rates the city's streets using a systematic approach and with the goal of 140 extending the useful life of the roadways. From its onset, the program has been ramped 141 up with additional funding to its current level of about $515,000 per year. 142 143 Council Member Rafferty asked for an update on this year's project that includes Bald 144 Eagle Boulevard. City Engineer Hankee explained that there is a punch list in place for 145 the project and it will be dealt with next season due to weather; staff is in discussion with 146 the contractor about what will be withheld until all work is completed. The council 147 discussed concerns about the work done by the contractor on the project and Council 148 Member Maher asked if the city could avoid this company in the future even in the case 149 of a low bid. The mayor indicated that WSB will be working with the city on that 150 subject. 151 152 5. Board of Appeal and Equalization Training — City Clerk Bartell reviewed 153 Board of Appeal process and the state requirement that one member of the council 154 receive training in order for the city to be eligible to hold a hearing. The council's 155 trained member is no longer available and so staff is seeking a volunteer or two to 156 commit to complete an on-line training course. Mayor Reinert recommended Council 157 Member Kusterman based on his accounting background and Council Member Maher 158 also volunteered based on her background in taxation law. 159 160 6. Council Updates on Boards/Commissions — Administrator Karlson noted that 161 the list of council appointments is included on the council agenda — it is done each 162 January. He noted the four positions to be determined. 163 164 Council Member Maher stepped forward for the North Metro Telecommunication Board. 165 166 Council Member Manthey requested the position on the Joint Law Enforcement Council. 167 168 Two alternative positions were left vacant. 169 170 7. Monthly Progress Report — Administrator Karlson reviewed the written report. 171 He asked the city clerk to update the council on the possibility of adding polling places to 172 the city. 173 174 Administrator Karlson announced that he intends to advertise this week for the following 175 authorized new for vacant positions: 176 - Human Resources Manager; 177 - Building/Fire Inspector; 178 - Police Officer. 179 4 CITY COUNCIL WORK SESSION January 4, 2016 DRAFT 180 8. Review Regular Agenda of January 11, 2016 — the agenda was reviewed and 181 there were no changes. 182 183 The meeting was adjourned at 9:00 p.m. 184 185 These minutes were considered, corrected and approved at the regular Council meeting held on 186 January 25, 2016. 187 188 189 190 191 Julianne Bartell, City Clerk Jeff Reinert, Mayor 192 5 COUNCIL MINUTES January 11, 2016 DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 DATE : January 11, 2016 5 TIME STARTED : 6:30 p.m. 6 TIME ENDED : 7:00 p.m. 7 MEMBERS PRESENT : Council Member Stoesz, Kusterman, Rafferty, 8 Roeser, and Mayor Reinert 9 MEMBERS ABSENT : none 10 11 Staff members present: City Administrator Jeff Karlson; Director of Public Safety John Swenson; 12 Finance Director Sarah Cotton; and City Clerk Julie Bartell 13 14 PUBLIC COMMENT 15 16 No one was present to address the council regarding a matter not on the agenda. 17 18 SETTING THE AGENDA 19 20 The agenda was approved as presented. 21 22 CONSENT AGENDA 23 24 Council Member Rafferty moved to approve Consent Agenda Item lA as presented. Council 25 Member Maher seconded the motion. Motion carried on a voice vote. 26 27 Council Member Rafferty moved to approve Consent Agenda Items 1B and 1C as presented. Council 28 Member Kusterman seconded the motion. Motion carried on a voice vote. Council Members Maher 29 and Manthey abstained from voting. 30 31 ITEM ACTION 32 33 Consideration of Expenditures: 34 35 January 11, 2016 (Check No. 102945 - 36 103009, $536,034.90) Approved 37 38 Centennial Fire District (Check No. 7236 - 39 7263 and Visa pmt, $3,413.87) Approved 40 41 December 28, 2015 Council Work Session 42 Minutes Approved 43 44 December 28, 2015 City Council Meeting 45 Minutes Approved 1 COUNCIL MINUTES January 11, 2016 DRAFT 46 FINANCE DEPARTMENT REPORT 47 48 2A) Resolution No. 16-01, Authorizing Issuance of 2016 Certificates of Indebtedness- Finance 49 Director Cotton reviewed her written staff report outlining the council's review of the 2016 Capital 50 Replacement schedule and budget and funding plans for equipment purchases. The resolution before 51 the council will provide for the issuance of certificates to fund the purchase of equipment and the 52 city's Area and Unit Fund will be the source of financing. A special levy will ultimately repay that 53 fund. 54 55 Council Member Rafferty received a review of the location of new and replacement emergency sirens 56 in the city. 57 58 Council Member Kusterman clarified that the police cars that will be purchased are actually SUVs. 59 60 Council Member Kusterman moved to approve Resolution No. 16-01 as presented. Council Member 61 Manthey seconded the motion. Motion carried on a voice vote. 62 63 ADMINISTRATION DEPARTMENT REPORT 64 65 3A) Approval of Annual Appointments — Administrator Karlson noted the list before the council 66 listing appointments reviewed and approved by the council at the beginning of each year. The list 67 was fully reviewed at the recent work session. 68 69 Council Member Kusterman remarked that the list notes that the city will be going out for RFP for 70 auditor services yet he recalls that was done within the past couple years. Administrator Karlson 71 clarified that the review did not get done. The city intends to continue the services of Clifton Larson 72 Allen for 2016 and look at an RFP for services beginning in 2017. 73 74 Council Member Kusterman moved to approve the list as presented. Council Member Maher 75 seconded the motion. Motion carried on a voice vote. 76 77 PUBLIC SAFETY DEPARTMENT REPORT 78 79 4A) Authorization to Enter into a Memorandum of Understanding with the City of Fridley - 80 Public Safety Director Swenson reported that the agreement would allow the Public Safety division to 81 seek grant funds through a colaboration with other fire agencies. There are eight agencies who 82 would participate in the effort. The grant would involve a ten percent local match, equaling about 83 $6,000 for the City. If the grant request is successful, the funds would be used to link all training 84 facilities with video conferencing to improve and increase the training process. For the City the 85 system would be installed in all three fire facilities — City Hall and Stations 1 and 2. 86 87 Council Member Maher asked about the schedule and Director Swenson explained that he expects to 88 hear about the grant sometimes in 2016 and then he isn't sure how long before it would be installed. 89 2 COUNCIL MINUTES January 11, 2016 DRAFT 90 Council Member Manthey asked if all the other cities have signed on and Director Swenson said he 91 isn't sure but the deadline for the grant is the end of January. 92 93 Council Member Kusterman asked about a breakdown of how the grant funds would be spent. 94 95 Council Member Kusterman moved to authorize the proper city officers to execute the Memorandum 96 of Understanding as recommended. Council Member Maher seconded the motion. Motion carried 97 on a voice vote. 98 99 4B) Public Safety Department Update — Public Safety Director Swenson updated the council: 100 101 Fire Services — The department is responding as the primary agency at this point and 102 everything is going well. Centennial Fire District (CFD) is on auto aid, meaning they are 103 paged for emergencies also but are not the primary responder; 104 - CFD Assets — the process to transfer assets as previously decided is underway and moving 105 forward; 106 - Police — One vacant police officer position is in the process of being filled; 107 - Fire Personnel — There are currently 39 trained fire fighters in place and one additional in 108 training; there are three individuals with job offers and three applicants awaiting the interview 109 process. 110 - Fire Permit Process — the permitting process for open burning is being handled at the Public 111 Safety Department window. 112 113 The council heard about the calls answered by the department so far. Mayor Reinert noted that the 114 service will be one hundred percent on line as of January 30. 115 116 PUBLIC SERVICES DEPARTMENT REPORT 117 118 There was no report from the Public Services Department. 119 120 COMMUNITY DEVELOPMENT DEPARTMENT REPORT 121 122 There was no report from the Community Development Department. 123 124 UNFINISHED BUSINESS 125 126 There was no Unfinished Business. 127 128 NEW BUSINESS 129 130 Flood Plain Map Changes — Mayor Reinert noted that some changes have recently been implemented 131 by FEMA regarding the flood plain map and some of those changes impact the city. He's heard 132 about a couple of city residents being contacted by their insurance companies about now being 133 located in a flood plain. He wants residents to know that there is a process available through FEMA 134 to request a map change and avoid flood insurance if that is desired. 3 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 COUNCIL MINUTES January 11, 2016 DRAFT COMMUNITY EVENTS YELLOW RIBBON COMMUNITY - Mayor Reinert announced a tentative date of February 18 for the monthly dinner for the network working on getting the City established as a Yellow Ribbon Community. The dinner will be held at St. Joseph's Church. MONTHLY RECYCLE DAY will be held at Lino Park (7850 Lake Drive) on Saturday, January 16 from 10:00 a.m. to 2:00 p.m. COMMUNITY CALENDAR 4- Wednesday, January 13 4- Monday, January 18 4- Monday, January 25 Monday, January 25 Community Calendar - A Look Ahead January 11, 2016 through January 24, 2016 6:30 pm, Council Chamber CITY HALL CLOSED 6:00 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning Martin Luther King Council Work Session City Council Meeting ADJOURN There being no further business, Council Member Maher moved to adjourn at 7:00 p.m. Member Manthey seconded the motion. Motion carried on a voice vote. Council These minutes were considered and approved at the regular Council Meeting, January 25, 2016. Julianne Bartell, City Clerk 4 Jeff Reinert, Mayor CITY COUNCIL AGENDA ITEM 1D STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy Clerk MEETING DATE: January 25, 2016 TOPIC: Resolution No. 16-03, Approving a Peddler License for Pro Star Tree Care VOTE REQUIRED: 3/5 BACKGROUND Pro Star Tree Care, 23012 Hawthorn Road, Pierz, has submitted a peddler's license application to the City Clerk's office. The company representative who would be working in Lino Lakes, Mr. Randy Lust, plans to travel through the Lino Lakes' neighborhoods going door to door handing out flyers and promoting tree services. The City has received all the necessary forms required to issue this company a license and indicates no reason to deny the application. The application and all other required information is on file in the City Clerk's office for review. RECOMMENDATION Approve Resolution No. 16-03, approving the issuance of a Peddler License for a six month period commencing April 18. CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 16-03 APPROVING A PEDDLER LICENSE FOR PRO STAR TREE CARE WHEREAS, Pro Star Tree Care has submitted a peddlers license application to the city clerk's office; and WHEREAS, Pro Star Tree Care has complied with all of the provisions of Chapter 613 of the Lino Lakes City Code for obtaining the necessary license for a for-profit business; and WHEREAS, a background check on the company representative Randy Lust has been completed in the past 12 months; NOW, THEREFORE, BE IT RESOLVED that the Lino Lakes City Council hereby approves the request of Mr. Randy Lust, owner of Pro Star Tree Care to sell services door to door for a period of six -months beginning April 18, 2016 and ending October 18, 2016. Adopted by the Council of the City of Lino Lakes this 25th day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM lE Lisa Hogstad-Osterhues, Deputy Clerk January 25, 2016 Consider Resolution No. 16-04, Authorizing the Issuance of a Special Event Permit to hold Trapper's Bar & Grill's Annual Snow Golf on the Lake Event 3/5 Jeffrey Moore, owner of Trapper's Bar & Grill, 6810 Lake Drive, has scheduled a special event for Saturday and Sunday, February 20 and February 21, 2016. The event plans include a snow golf course on adjacent Rice Lake with beverages and a recreational fire on the back parking lot. This is the sixth year that Trapper's has sponsored this event. BACKGROUND Mr. Moore has submitted to the City an application for a special event permit. The application has been reviewed by staff, including the police and fire departments, and the applicant has been provided with a list of safety conditions. The applicant has agreed to comply with the conditions and to address any other safety considerations that may arise. Background information on the applicant is on file at City Hall. RECOMMENDATION Approve Resolution No. 16-04, Authorizing issuance of a special event permit to Trappers Bar & Grill. CITY OF LINO LAKES RESOLUTION NO. 16-04 AUTHORIZING A SPECIAL EVENT FOR AN OUTDOOR EVENT AT TRAPPERS BAR AND GRILL. WHEREAS, the owner of Trapper's Bar & Grill, 6810 Lake Drive, has submitted an application for a special event permit; and WHEREAS, the event is planned for February 20th and February 21, 2016, from 8:00 a.m. to 10:00 p.m. and includes snow golf on Rice Lake and a recreational fire in the lower asphalt parking lot; and WHEREAS, as part of the event, the applicant would like to allow consumption of alcoholic beverages in an area outside of but contiguous to their building; and WHEREAS, the applicant has indicated that they hold a State Caterer's Permit that allows them to serve alcohol off their premises; and WHEREAS, the applicant has indicated that all patrons or members attending the event will receive a proper identification check to ensure no underage alcohol service will occur; and WHEREAS, the Public Safety Department has approved the plans for a recreational fire with certain conditions; and WHEREAS, the Public Safety Department has approved the application and event plans with certain recommendations; and WHEREAS, the applicant has obtained a Ice Use Permit from the Anoka County Sheriff allowing the event to occur on the lake; and WHEREAS, proof of general liability and liquor liability insurance has been submitted by the applicant; NOW, THEREFORE, BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the request of Jeff Moore, owner of Trapper's Bar and Grill, for a special event permit on February 20 and February 21, 2016, with the conditions recommended by the Police and Fire Department. Adopted by the Council of the City of Lino Lakes this 25th day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1F STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: January 25, 2016 TOPIC: Consider Approving Application for an Exempt Raffle Event for Lino Lakes Elementary School PTO VOTE REQUIRED: 3/5 BACKGROUNDp The Lino Lakes Elementary School Parent Teacher Organization (PTO) has applied for permission to conduct a raffle at their school carnival event. The event is scheduled for March 19, 2016. Non-profit organizations are allowed, under the State Gambling Statutes, to conduct exempt gambling (raffle) with a state issued permit if they conduct lawful gambling on five or fewer days and remain under a cap for prizes awarded. Lino Lakes Elementary PTO has submitted the information necessary to determine that their event is exempt. The application and background information are on file in the city clerk's office. RECOMMENDATION: Approve the issuance of Exempt Raffle Event for Lino Lakes Elementary School. CITY COUNCIL AGENDA ITEM 1G STAFF ORIGINATOR: Jeff Karlson MEETING DATE: January 25, 2016 TOPIC: Termination of Probationary Employee VOTE REQUIRED: 3/5 INTRODUCTION The City Council is being asked to approve the termination of Megan Brang, who was hired November 2015 as a six-month probationary employee. BACKGROUND Megan Brang was hired last November to fill the Recreation Supervisor position formerly held by Tanya Mozingo. After six weeks with the City, it became apparent that Ms. Brang was not a good fit for the position. Staff reviewed the list of candidates from the previous applicant pool and will be inviting back four candidates for another interview. RECOMMENDATION Approve the termination of Megan Brang. CITY COUNCIL AGENDA ITEM 4A STAFF ORIGINATOR: Public Safety Director John Swenson MEETING DATE: January 25, 2016 TOPIC: Hire Paid On -Call Firefighters VOTE REQUIRED: 3/5 INTRODUCTION The Lino Lakes Public Safety Department is requesting council approval to hire two paid on- call firefighters. BACKGROUND As directed by Council Resolution 14-50 staff is integrating fire operations into the Public Safety Department. Staff has been engaged in a fire recruiting and hiring process for paid on- call firefighter candidates as part of the integration process. The hiring process has been extensive including an interview process, background investigation, medical examinations, and drug screen. This process has identified candidates that will continue the Public Safety Department's proud tradition of delivering high quality services to the Lino Lakes Community. RECOMMENDATION Staff recommends the Council approve the hiring of Bryce Lindahl and Jacob Kurtz for the position of paid on-call firefighter effective February 1, 2016. ATTACHMENTS None STAFF ORIGINATOR: COUNCIL MEETING DATE: TOPIC: VOTE REQUIRED: CITY COUNCIL AGENDA ITEM 5A Rick DeGardner, Public Services Director January 25, 2016 Consideration of Resolution No. 16-06, Approving Plans and Specifications and Authorizing Advertisement for Bids, Lino Lakes Fire Station #1 Roof Replacement Simple Majority BACKGROUND: The roof at Lino Lakes Fire Station #1 is experiencing leaks in various places and is need of replacement. The building was constructed in 1991 and the roof has exceeded its expected lifetime. An inspection was performed by Roof Spec, Inc. in August, 2015 (attached). There is significant weathering and cracking. The 24 year old membrane typically has a 10 - 15 year service life and is failing. The inspection report recommends the roof be scheduled for replacement. The estimated replacement cost is $80,000 - $95,000. Funding for this project is from the Building Facilities Fund. The schedule for this project is as follows: City Council Approves Plans and Specifications City Council Authorizes Ad for Bids Pre -Bid Meeting Open Bids City Council Awards Contract January 25, 2016 January 25, 2016 February 19, 2016 February 29, 2016 March 14, 2016 RECOMMENDATION: Approve Resolution No. 16-06, Approving Plans and Specifications and Authorizing Advertisement for Bids, Lino Lakes Fire Station #1 Roof Replacement. ATTACHMENTS: Resolution No. 16-06 Roof Spec Inc. Inspection Report, August 24, 2015 Project Manual - Preliminary CITY OF LINO LAKES RESOLUTION NO. 16-06 RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS - LINO LAKES FIRE STATION #1 ROOF REPLACEMENT WHEREAS, the roof at Lino Lakes Fire Station #1 is experiencing leaks in various places and is need of replacement, and WHEREAS, the roof was constructed in 1991 and has exceeded its expected lifetime, and WHEREAS, an inspection was performed by Roof Spec, Inc. in August, 2015, and WHEREAS, the inspection report recommends the roof be scheduled for replacement, and WHEREAS, funding for this project is from the Building Facilities Fund. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids for the making of such improvement under such approved plans and specifications. The advertisement shall be published for 3 weeks, shall specify the work to be done, shall state that bids will be received by the Clerk, at which time they will be publicly opened in the City Hall by the City Clerk and Public Services Director, will then be tabulated, and will be considered by the Council, in the Council Chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the Clerk for five (5) percent of the amount of such bid. Adopted by the Lino Lakes City Council this 25th day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk 1 AUGUST 24, 2015 REVIEW OF ROOF CONSTRUCTION CENTENNIAL FIRE STATION #2 7741 LAKE DRIVE LINO LAKES, MN 55014 Prepared For: RSI Project #15-12120-01 Mr. Tim Hillesheim City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 E-mail: tim.hillesheim@ci.lino-lakes.mn.us Prepared By: Mr. Weston Thone, RRO, RRC, CDT Senior Consultant Roof Spec, Inc. 2400 Prior Avenue North St. Paul, Minnesota 55113 Phone: (651) 639-0644 Fax: (651) 639-1828 www.roofspec.com St. Paul, Minnesota • BUILDING ENVELOPE CONSULTING • SPECIFICATIONS • DESIGN • CONSTRUCTION MANAGEMENT • INSPECTIONS • TESTING • Client: City of Lino Lakes Project: Centennial Fire Station #2 7741 Lake Drive, Lino Lakes, MN 55014 Date: 8-24-15 No: 15-12120-01 Page 2 I INTRODUCTION: On Augustl3, 2015, we were present at the above referenced facility to perform a review of the existing roof assemblies: In general, our scope of work was as follows: A. Review each of the various roof sections to identify any deficiencies; B. Obtain photographs to substantiate our findings; C. Based on the information obtained, develop a report with conclusions as to the condition of the roof assembly with recommendations for repair and/or replacement. Our work was requested and authorized by Mr. Tim Hillesheim of the City of Lino Lakes, MN II BACKGROUND INFORMATION: The existing facility consists of masonry walls supporting a steel bar joists and a steel roof deck. Drainage is accomplished via interior roof drains and overflow scuppers. The roof membrane appears to be a 45 mil ballasted EPDM which we were informed was installed in 1991. All information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. Client: City of Lino Lakes Project: Centennial Fire Station #2 7741 Lake Drive, Lino Lakes, MN 55014 Date: 8-24-15 No: 15-12120-01 Page 3 III FIELD OBSERVATIONS: Throughout the upper and lower roof areas, we found a large amount of shrinking to be occurring within the EPDM membrane causing the base flashings to bridge throughout much of the perimeter. (Refer to photographs #1 and #2.) Photograph # 1 Photograph # 2 At the east primary drain on the upper roof area, we found that the no -hub coupling was not properly installed on the drain bowl allowing water to enter between the drain bowl and drain piping. (Refer to photographs #3 and #4.) Photograph # 3 Photograph # 4 All information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. Client: City of Lino Lakes Project: Centennial Fire Station #2 7741 Lake Drive, Lino Lakes, MN 55014 Date: 8-24-15 No: 15-12120-01 Page 4 At the roof -to -wall location in the southeast corner, we found a void to be present within the flashings. (Refer to photograph #5.) At several of the stack locations throughout the lower roof section, we found voids to be present within the EPDM flashings which coincided with interior leaks. (Refer to photographs #6 - #8.) Photograph # 7 Photograph # 5 Photograph # 6 Photograph # 8 All information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. Client: City of Lino Lakes Project: Centennial Fire Station #2 7741 Lake Drive, Lino Lakes, MN 55014 Date: 8-24-15 No: 15-12120-01 Page 5 Throughout much of the field of the roof, the field seams were found to be delaminating which may allow for voids to occur at the seam locations. (Refer to photograph #9.) We also found delamination at many of the patches at scupper locations. (Refer to photograph #1O.) At the east side of the building we found that the paver walkway was extremely deteriorated. (Refer to photograph #11.) Photograph # 9 Photograph # 10 Photograph # 11 All information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. Client: City of Lino Lakes Date: 8-24-15 IV CONCLUSIONS & RECOMMENDATIONS: Project: Centennial Fire Station #2 7741 Lake Drive, Lino Lakes, MN 55014 No: 15-12120-01 Page 6 Due to the amount of shrinking in the EPDM membrane and the age of the roof, we recommend that this roof be scheduled for replacement within the next year. Typically, ballasted 45 mil EPDM membranes have 10 to 15 year service life, and this roof membrane is approximately 24 years old. Until replacement can be accomplished, we recommend performing repairs to the uncured pipe flashing at each stack location. We also recommend installing a patch in the southeast corner of the upper roof section at the roof -to -wall location. When replacement is accomplished, we recommend attempting to re -use the existing insulation and mechanically attaching additional insulation over the top to achieve the required R -value. We would then recommend installing a fully adhered EPDM membrane throughout this building. V BUDGET FORECAST: We estimate replacement with the above -referenced system to be approximately $80,000.00 to $95,000.00. VI REMARKS: This report is not intended as a bidding document and may not address all deficiencies within the roof area. If there are any questions or concerns regarding this report, please contact the author. Respectfully, ROOF SPEC, INC. Weston Thone, RRO, RRC, CDT Senior Consultant WT/f] Enclosure: Roof Plan Drawing All information is submitted as the confidential property of our clients. Any copies or extractions are reserved pending our written approval. R OCF 0 DLA\ op 1---0 — PHOTOGRAPH rJi ROOF SPEC INC. 2400 Prior Ave. N. St. Paul, MN 55113 (651) 639-0644 City of Lino Lakes Centennial Fire Station #2 7741 Lake Drive Lino Lakes, MN 55014 15-12120-01 2015 Project Manual Including Specifications for the Re -roofing of: Project: Lino Lakes Fire Station #1 7741 Lake Street Lino Lakes, MN 55014 RSI Project # 15-12120-02 Date: January 18, 2015 Owner: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55104 Project Architect: "For purposes of these documents, insert `architect/engineer' wherever the word `architect' appears." Architect/Engineer: Roof Spec, Inc. 2400 Prior Avenue North St. Paul, Minnesota 55113 Address all communications regarding this work to the architect/engineer at the address listed above. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Date Reg. No. 40940 William F. Waugh, P.E. Section 00 01 01 & 00 01 05 This manual is project and building specific. Roof Spec, Inc., will not be responsible for use by the owner or any other party of the information contained in these specifications or the specifications themselves to design, review, or complete work on other projects and buildings. TABLE OF CONTENTS DIVISION 00 —PROCUREMENT AND CONTRACTING REQUIREMENTS Section 00 01 01 Project Title Page 00 01 05 Certifications Page 00 01 10 Table of Contents 00 11 16 Invitation to Bid 00 31 00 Information Available to Bidders 00 41 00 Bid Form 00 52 00 Contract Forms 00 60 00 Project Forms 00 72 00 General Conditions 00 73 00 Supplementary Conditions DIVISION 01 - GENERAL REQUIREMENTS Section 01 11 00 Summary of Work 01 31 19 Progress Meetings 01 32 16 Construction Progress Schedule 01 32 26 Construction Progress Reporting 01 33 00 Submittal Procedures 01 35 23 Safety Requirements 01 45 16 Contractor's Quality Control 01 50 00 Temporary Facilities & Control Table of Contents Section 00 01 10-1 01 74 00 Cleaning and Waste Management 01 77 00 Project Closeout 01 78 00 Project Record Documents 01 78 36 Warranties DIVISION 02 — EXISTING CONDITIONS Section 02 41 19 Roof Demolition DIVISION 05 - METALS Section 05 01 30 Metal Deck Repair/Replacement DIVISION 06 — WOOD, PLASTICS AND COMPOSITES Section 06 10 53 Rough Carpentry DIVISION 07 - THERMAL AND MOISTURE PROTECTION Section 07 22 16 Roof Board Insulation 07 53 23 Fully Adhered EPDM Roofing 07 62 00 Flashing & Sheet Metal 07 92 00 Sealants and Caulking Table of Contents Section 00 01 10-2 DIVISION 22 - PLUMBING Section 22 14 26 Plumbing (Roof -Related) DIVISION 23 — HEATING, VENTILATING AND AIR CONDITIONING (HVAC) Section 23 01 00 Mechanical Work DIVISION 26 - ELECTRICAL Section 26 01 00 Electrical Work Table of Contents Section 00 01 10-3 Section 00 11 16 INVITATION TO BID PART 1 - GENERAL 1.01 Owner requests sealed proposals on re -roofing work as follows: A. Project: B. Owner: Lino Lakes Fire Station #1 7741 Lake Street Lino Lakes, MN 55014 City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55104 C. Bids Due: February 29, 2015 @ 2:00 PM D. Place Due: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55104 E. Bid Opening: Public 1.02 Guided Tour of Existing Building: A. A guided tour of the existing building will be conducted for the purpose of allowing all invited bidders to examine the site of the proposed work. Attendance at the guided tour is mandatory on the part of all invited bidders. (See Section 00 31 00 - Information Available to Bidders.) 1.03 Bid Security B. Each bidder shall submit with his proposal a surety bond, payable to Owner, in the amount of 5% of bid. Surety must be authorized to do business in the State of the project location. Bid security to be guaranty that bidder will not withdraw bid without Owner's consent. Bids to be valid for 30 days. 1.04 Rejection: A. Owner reserves the right to reject any or all proposals and to re -advertise. PART 2 AND 3 NOT USED - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Invitation to Bid 00 11 16-1 Section 00 31 00 INFORMATION AVAILABLE TO BIDDERS PART 1 - GENERAL 1.01 Information Included: A. Requirements for prospective bidders regarding bid submission. B. Requirements for other pre-bid and post -bid submissions. 1.02 Related Work Specified Elsewhere: A. Invitation to Bid Section 00 11 16 B. Bid Form Section 00 41 00 C. General Conditions Section 00 72 00 D. Supplementary Conditions Section 00 73 00 E. Hazardous Materials/Disposal Section 01 11 00 PART 2 - NOT USED PART 3 - EXECUTION 3.01 General: A. Contract documents include invitation for bidders, information for bidders, proposals, specifications, drawings, and any addenda issued prior to bid due date. B. Bid herein, is furnished for the convenience of bidders and is not to be detached, filled out or executed. C. Comply with these instructions in submission of bids. 3.02 Bidders Representation: A. By making a bid, bidder represents that they have read and understands the contract documents. B. They further represent that they have inspected site of proposed work to ascertain any obstacles that might be encountered and other matters and conditions relevant to the work. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Information Available to Bidders 00 31 00-1 C. Nature of work required demands thorough review of all drawings and specifications, and diligent and careful site inspection by all prospective bidders as a means of determining extent of work and conditions under which work is to be performed. D. A guided tour of the existing building will be conducted once only by a representative of the Owner for the purpose of allowing all bidders to examine the existing building on February 19, 2016 @ 2:00 PM. Bidders shall report to Lino Lakes Fire Station #1, 7741 Lake Street, Lino Lakes, MN. It is mandatory that all bidders attend this guided tour. Each Contractor should have appropriate subcontractors attend this tour as well. All questions, clarifications, etc., arising from this inspection of the existing building shall be put in writing and shall be delivered directly to the Architect/Engineer no later than 2:00 pm on the following day. All answers, clarifications, interpretations, etc., will be issued only in the form of a written addenda to the contract documents. This addenda will then be issued directly to all bidders holding sets of contract documents. No other access to the building will be permitted prior to contract award. E. Additional charges will not be considered for work which, prior to bidding, could reasonably be inferred as appropriate by examination of drawings and specifications, visiting site, and closely reviewing work as indicated above. F. All bidders must recognize that all disruptions of the existing facilities and operations shall be coordinated with the Architect/Engineer. Work shall be scheduled such that disruptions interfering with the Owner's normal operations shall be accomplished during the Owner's "non -working" hours. The bidder(s) shall include in their bid only "regular" employee time. If deemed necessary, the Owner will issue a change order for the difference in cost of regular time (included in base bid) and premium time, but not for additional overhead and profits. All bidders shall furnish with their bid, a complete list of overtime rates for all applicable trades. All overtime must be approved by Owner in writing. G. No oral interpretations will be made to any bidder as to meaning of contract documents. H. Make written requests for interpretations to the Architect/Engineer. See also item D. above. I. Any inquiry received seven (7) or more calendar days (168 hours) prior to time of opening of bids will be considered. J. Interpretations by Architect/Engineer will only be in the form of an addenda to contract documents. K. Addenda will be forwarded to all those holding a complete set of drawings and specifications. L. Bidder is responsible for inquiry as to number of addenda issued. Information for Bidders 00 31 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 M. All bids will be considered and contract let to successful bidder upon the basis of all such addenda, whether or not in fact received by him. 3.03 Bidding Procedures: A. Completion of Bid Proposal 1. Complete in duplicate. 2. Fill in all blank spaces in ink or by typewriter. 3. Initial any alteration, correction or deletion as approved by bidder, or in case of a corporate bidder, by duly authorized officer. 4. Furnish signed certification explaining alterations. 5. It is mandatory for each bidder to bid any and all alternates and unit prices. 6. Include all labor, material and equipment for incorporation of alternate or unit prices into base bid construction according to drawings, schedules and specifications. 7. Should alternate construction not result in a change in contract sum, enter "no change" in appropriate space on proposal form. 8. State all prices in writing and in figures on bid form. 9. In case of a difference in written words and figures, amount stated in writing governs. 10. Do not stipulate in bid any conditions not contained in contract documents unless specifications indicate that alternative materials, equipment or methods will be considered. 11. In this case, a space will be provided for such alternate. 12. Owner will consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive any informalities or reject any and all bids. 13. Any bid may be withdrawn prior to scheduled time for opening bids or authorized postponement thereof. 14. Bids not acted upon by Owner within thirty (30) days after opening date may be withdrawn at bidder's option. 15. Date bid form. 16. Indicate addenda received - on bid form. 17. Indicate attendance at guided tour - on bid form. 18. Indicate completion time in calendar days - on bid form. 19. Submit bid in duplicate on forms furnished. B. Substitutions 1. Bid only on materials, equipment and procedures specified. 2. Certain types of equipment and kinds of materials are described in specifications by means of trade names and catalog numbers and/or manufacturer's names Where this occurs it is not intended to exclude from consideration such types of equipment and kinds of materials bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purposes of type of equipment or kinds of material specifically indicated. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Information Available to Bidders 00 31 00-3 3. Types of equipment and kinds of materials to be used if not specifically indicated in specifications, must be approved in writing by Architect/Engineer and be agreed upon by Owner prior to letting of contract. 4. No substitution will be allowed after letting of contract. 5. Conditional bids will not be accepted. C. Voluntary Alternate Bids: Not Applicable. D. Signing of Bids: Sign bid forms according to the following conditions as they may apply: 1. Attach a power of attorney to bid, if necessary, evidencing authority to sign bid in name of person for whom it is signed. 2. Sign bid for partnership by all partners or by attorney-in-fact. 3. If signed by an attorney-in-fact, attach power of attorney evidencing authority to sign. 4. Append correct corporate name to bid which is signed for a corporation. 5. Append written signature of president or other authorized officer of corporation below written or typewritten corporate name following the word "by". 6. If a bid by a corporation is manually signed by official other than president of corporation, attach a certified copy of resolution of board of directors evidencing authority of such official to sign. E. Bid Security 1. Submit together with bidder's bid form, bid security in form of a certified check made payable to Owner in the amount of not less than 5% of total bid, or: 2. A bid bond on AIA form A310, in like amount, payable to Owner. 3. Surety company thereon must be duly authorized to do business in state of construction. 4. Bid security to guarantee that bidder will not, without consent of Owner, withdraw their bid. 5. Owner, will require Contractor to provide a 100% performance bond to include labor and materials as required by law and in form as set forth in specifications. 6. Owner will retain bid securities of three lowest responsible bidders no longer than 30 days after the opening of bids. 7. Owner will retain bid security of successful bidder until contract is executed. 8. Owner will return bid securities of unsuccessful bidders within ten (10) days after opening of bids. 9. Bidder agrees that if they default or refuse to enter into contract that Owner may retain their bid security as damages and may then enter into contract with another bidder or re -advertise. Information for Bidders 00 31 00-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 F. Submission of Bid Form 1. Submit in duplicate. 2. Submit to location stated in Invitation for Bidders. 3. Submit not later than time indicated. 4. Submit bid form together with bid security. 5. Seal bids in an envelope addressed to Owner. 6. On outside of envelope, type or print: a. Name and address of bidder b. Location of work and project description 3.04 Qualification of Bidders: A. Owner will make such investigation as they deem necessary to determine ability of bidder to perform the work. B. Bidder shall furnish to Owner all such information and data for this purpose as Owner may request. Bidder may submit such information in letter form with their bid, but not as part of same. C. Owner reserves the right to reject any bid if evidence submitted by, or investigation of, such bidder fails to satisfy Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work. 3.05 Consideration of Bids: A. Owner reserves the right, in the determination of the successful bidder, to consider not only the lowest bid, but also, ultimate economy as affected by cost of operation, maintenance, and repairs and any other reasonable factors in the best interest of the Owner. B. For the purpose of determining the lowest responsible bidder, the Owner reserves the right to accept or reject any or all additions/alternates to base bid. C. Additions/alternates (if included) may be accepted or rejected in any order. 3.06 State Excise and Use Tax: A. In submitting this bid, the bidder is understood to have included in the bid price the state excise and use tax on sales of all building materials, supplies and equipment to Contractors, sub -Contractors or builders for the erection of buildings or the alteration, repair or improvement of real property. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Information Available to Bidders 00 31 00-5 3.07 Submission of Post -bid Information: A. With contract, submit: 1. Certificate of insurance (AIA form G705). B. Within ten (10) days after execution of contract, submit: 1. A list of names of subcontractors and suppliers for Architect's/Engineer's review. 2. A list of specific materials proposed for use. 3. Schedule to accomplish work. C. No application for payment will be considered until required submittals in (A) and (B) above are received and approved by Architect/Engineer and Owner. 3.08 Time of Completion: A. Contractor shall indicate in their bid the number of consecutive calendar days within which all work will be completed. This will be considered in awarding the contract. 3.01 Permits and Fees: A. The Contractor is responsible for securing and paying for all permits and inspection fees. Contact local building official regarding requirements. Fill out required forms and cooperate in fulfillment of their requirements. - END OF SECTION - Information for Bidders 00 31 00-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 00 41 00 Date: To: Mr. Tim Hillesheim City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55104 Project: Lino Lakes Fire Station #1 7741 Lake Street Lino Lakes, MN 55014 Submitted By: BID FORM (Contractor) (Address) (City, state, zip) The undersigned, as bidder hereby proposes, and if this bid is accepted, agrees to enter into a contract with the Owner, to furnish all materials, labor, skill, tools, and equipment for the re- roofing work described in the drawings and specifications. The bidder acknowledges receipt of addendum no.(s) and acknowledges that they are familiar with the requirements, that their authorized representative has attended the guided tour of the existing facility, and that their bid is submitted in strict accordance with these requirements, and documents for the following sum: For the total work of the project as set forth in these specifications and the contract drawings, the lump sum of: Base Bid: Dollars ($ .) Unit Pricing: Replace deteriorated metal deck to match existing. $ /Sq. Ft. Replace deteriorated drain bowl. $ /Each City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Bid Form 00 41 00-1 We have attended the guided tour of the existing facility: Yes No If this bid is accepted, the bidder agrees to complete the work as specified within calendar days from the execution of the contract, subject to provisions of the contract and the specifications. This bid is submitted after careful study of the plans and specifications, attendance at the guided tour and from a personal knowledge of the conditions, both surface and concealed, at the existing building, which knowledge was obtained from the undersigned's own sources of information and not from any official or employee of the Owner. We have carefully reviewed Section 01 35 23, Safety Requirements, and hereby certify that our company meets or exceeds the requirements therein. Accompanying this bid is the bid security required to be furnished by the contract documents, the same being subject to forfeiture in the event of default by the undersigned. The undersigned agrees, if awarded the contract to obtain, execute and deliver to the Owner with the contract satisfactory "performance bond and labor and material payment bond" on AIA form A312, each in a sum equal to the full amount of the contract. The undersigned does declare that this bid is made without improper connection with any other person or persons making a bid on this same contract and is in all respects fair and without collusion or fraud, and the undersigned does further declare that no person or persons interested therein or in the supplied or works to which it relates, will receive in any portion of the profits thereof. It is understood and agreed that this bid cannot be withdrawn within thirty (30) days without the consent of the Owner and that said Owner has the right to accept or reject any or all bids. By Legal name of person, firm or corporation Address City State Zip - END OF SECTION - Bid Form 00 41 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Section 00 52 00 CONTRACT FORMS PART 1 - GENERAL 1.01 AIA Documents: A. The following documents are hereby made a part of this contract by reference. AIA - A101 (2007) PART 2 AND 3 NOT USED City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum. (Sample Copies Follow) - END OF SECTION - Contract Forms 00 52 00-1 Init. NITAAI Document A101TM - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the day of in the year (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) and the Contractor: (Name, legal status, address and other information) for the following Project: (Name, location and detailed description) The Architect: (Name, legal status, address and other information) For the purpose of this document and all documents used in conjunction herewith, insert Consultant, Roof Spec, Inc. wherever the word architect appears. The Owner and Contractor agree as follows. It is agreed and understood that the Owner has contracted with the Contractor for the provision of exterior restoration/roofing construction services as provided in this Agreement. It is agreed and understood that the Owner does not represent that it is knowledgeable in exterior restoration/roofing work or other professional disciplines involving construction, and that the Owner is relying upon the Contractor to at all times perform its services with the professional skill and care consistent with that generally required by contractors in the construction industry and to comply with the requirements of this Agreement, and all applicable laws, codes, ordinances, rules, regulations and construction industry standards. The Owner and Contractor agree to cooperate with one another and to maintain a good working relationship during the Project. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201Tm-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A101 TM - 2007. Copyright O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will he prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement o/; if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) AIA Document A101TM - 2007. Copyright 8 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. Portion of Work Substantial Completion Date , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be ($ ), subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) § 4.3 Unit prices, if any: (Idents and state the unit price; state quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit ($0.00) § 4.4 Allowances included in the Contract Sutn, if any: (Identify allowance and state exclusions, if any, from the allowance price.) Item Price ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: The Owner shall make progress payments on account of the Contract Sum to the Contractor as provided in the Contract Documents for the period ending the last day of each month as follows: Not later than 30 days following the end of the period covered by the Application for Payment, 90% of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated into the Work and 90% of the portion of the Contract Sung properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of the Work, a sum sufficient to increase the total payments to 100% of the Contract Sum, less such amounts as the Construction Manager shall determine for all incomplete work and unsettled claims as provided in the Contract Documents. Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid when the Work has been completed, the Contract fully performed, and the Construction Manager has issued a Project Certificate for Payment AIA Document A101114 - 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ( ) days after the Architect receives the Application for Payment. (Federal, state or local latus may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201T1'42007, General Conditions of the Contract for Construction; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent ( %); .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. § 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Section 9.8.5 of AIA Document A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-2007. § 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfirom the percentages inserted in Sections 5.1.61 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201 2007, and to satisfy other requirements, if any, which extend beyond final payment; and AIA Document A101 TM - 2007. Copyright O 1915, 1918, 1925, 1937, 1951, 1958. 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced byAlA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. .2 a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201 2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) Arbitration pursuant to Section 15.4 of AIA Document A201-2007 Litigation in a court of competent jurisdiction Other (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) % § 8.3 The Owner's representative: (Name, address and other information) AIA Document A101 M - 2007. Copyright O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Alchitects. All rights reserved. WARNING: This AIA® Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Afe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This documentwas produced by AIA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. § 8.4 The Contractor's representative: (Name, address and other information) § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A101-2007, Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A201 2007, General Conditions of the Contract for Construction. § 9.1.3 The Supplementary and other Conditions of the Contract: Document Title Date Pages § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Date Pages § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number § 9.1.6 The Addenda, if any: Number Title Date Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. AIA Document A101 TM - 2007. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAe Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Init. § 9.1.7 Additional documents, if any, forming part of the Contract Documents: .1 AIA Document E201TM-2007, Digital Data Protocol Exhibit, if completed by the parties, or the following: .2 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-2007 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A201-2007.) Type of insurance or bond The insurance required by the contractor is outlined in Specification Section 00 73 00, "Supplementary Conditions". Limit of liability or bond amount ($0.00) Additional Insured: Insert Owner information here Roof Spec, Inc. 2400 Prior Avenue N St. Paul, MN 55113 This Agreement entered into as of the day and year first written above. OWNER (Signature) CONTRACTOR (Signature) (Printed name and title) (Printed name and title) AIA Document A101'*' - 2007. Copyright O 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced byAlA software at 07:58:16 on 02/01/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1967745135) Section 00 60 00 PROJECT FORMS PART 1 - GENERAL 1.01 AIA Documents: A. The following documents are hereby made a part of this contract by reference. AIA - 310 Bid Bond (2010) AIA - A312 Payment Bond (2010) AIA — A312 Performance Bond (2010) AIA - G702 Application and Certification for Payment, and AIA - G703 Continuation Sheet (1992) AIA - G706 Contractor's Affidavit of Payment of Debts and (1994) Claims AIA - G706A (1994) AIA - G707 (1994) PART 2 AND 3 NOT USED City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Contractor's Affidavit of Release of Liens Consent of Surety Company to Final Payment (Sample Copies Follow) - END OF SECTION - Project Forms 00 60 00-1 Bid Bond AIA Document A310Th - 2010 CONTRACTOR: (Name, legal status and address) I« »« » «)>_ OWNER: (Name, legal status and address ;o -»« » BOND AMOUNT: $ SURETY: (Name, legal status and principal place of business) »« »'T PROJECT: (Name, location or address, and Project number, if any) «templatesi> Lc,» The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 'ADDITIONS AND DELETIONS: [The author of this document has added information (needed for its completion. The author may also have revised the text of the original AIA standard form. {An:Additions and Deletions Report that, notes added information aswell as revisions to the standard form -_text -.is available...from jthe author and should be reviewed':' _ --- ` '-, - - This document has important legal consequences. Consultation_ with an attorney is encouraged with respect to.it's completion ,.respect Any. singular., reference to Contractor, Surety, Owner or other party--.s.hall be considered plural where applicable. ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A310' — 2010. Copyright O 1963, 1970 and 2010 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:44:34 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1382181681) Signed and sealed this « » day of « » , tt (Witness) « » -. (Contractor as Principal) o (Seal) (Title) (Surety) (Seal) (Witness) (Title) AIA Document A310. - 2010. Copyright O 1963, 1970 and 2010 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:44:34 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1382181681) Payment Bond AIA Document A312' - 2010 CONTRACTOR: (Name, legal status and address) 4< ii(c ii (< _)) _ OWNER: (Name, legal status and address) (< -DO )) k( _ )) _. SURETY: (Name, legal status and principal place of business) .« , »<(_ (( )) CONSTRUCTION CONTRACT Date: <(-» _ Amount: $ ;i< ,ii Description: (Name and location l templates» BOND Date: (Not earlier than Construction Contract Date) )> Amount: $ Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Signature: Name and 'ti` » »_ Title: None a » See Section 18 SURETY Company: Signature: (Corporate Seal) Name and 0 »0 » Title: (Any additional signatures appear on the last page of this Payment Bond.) (FOR INFORMATION ONLY—Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: (Architect, Engineer or other par `ADDITIONS AND DELETIONS: The author of this document has added information ;needed for its completion. The author may also have revised the text of the orsginal AIA standard form. !An :Addition's and Deletions Report thatinotes added information aswell as !revisions to the standard form text_.is available from the author and should be 'reviewed -.- This document has important legal consequences. Consultation. with an attorney is encouraged with respect to. its completion ormodificationi Any_singular..reference to Contractor, Surety; Owner or other party shall be considered plural Where applicable. ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A312s' - 2010 Payment Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:45:54 on 01/31/2012 under Order No.6663810300_1 which expires on 01/24/2013, and is not for resale. User Notes: (1416640329) 1 § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. § 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation tothe Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit. § 5 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants, who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment, was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety (at the address described in Section 13). § 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at the address described in Section 13). § 6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and . § 7.2 Pay or arrange for payment of any undisputed amounts. § 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall notbe deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a C1aim,,except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. § 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. AIA Document A312n' — 2010 Payment Bond. The American Institute of Architects. A11 rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:45:54 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1416640329) § 10 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to, or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5:1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to suretiesas a defense in the jurisdiction of the suit shall be applicable. § 13 Notice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. § 16 Definitions § 16.1 Claim. A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use, in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant; and .8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the date of the Claim. § 16.2 Claimant. An individual or entity having a direct contract with the Contractor or with'a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's hen or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, ' light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. AIA Document A312. — 2010 Payment Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:45:54 on 01/31/2012 under Order No.6663810306_1 which expires on 01/24/2013, and is not for resale. User Notes: (1416640329) § 16.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: ;<6,_,»« .», Address: « » Signature: Name and Title: « »« » Address: <t » AIA Document A312. — 2010 Payment Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:45:54 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1416640329) AIA0 Document A312' Performance Bond CONTRACTOR: (Name, legal status and address) OWNER: (Name, legal status and address) (( .(( »-_ SURETY: (Name, legal status and principal place of business) 0»«» • CONSTRUCTION CONTRACT Date: Amount: $ «,); Description: (Name and location) ((templates» to »_ BOND Date: (Not earlier than Construction Contract Date) )) Amount: $ Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Signature: Name and »«'» Title: (Any additional signatures appear on None « V See Section 16 SURETY Company: Signature: (Corporate Seal) Name and ;i< Title: the last page of this Performance Bond.) (FOR INFORMATION ONLY—Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: (Architect, Engineer or other party.) ti » «» ii » «( » - 2010 ADDITIONS AND DELETIONS: The author of this document !has' added information !needed for its completion. The author may also have revised the text of the original AIA'standard form. An 'Addition's and Deletions (Report that notes added 6informationuas;well as ;revisions to the standard form text_is available, from the author and should be reviewed. - This document has important legal consequences. Consultation with an attorney -is encouraged with respect to.its completion 'or modification: Any_ singular reference to Contractor, Surety;Owner or other party -shall be considered plural'where applicable. ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A312' - 2010 Performance Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:46:37 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1886874725) 1 § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor perforans the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after .1 the Owner fust provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor and Surety to discuss the Contractor's; performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed 'a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the. Construction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. § 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared forexecution by the Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to thetOwner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. AIA Document A312' - 2010 Performance Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:46:37 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1886874725) § 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 5; and`, .3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. § 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the -page on which their signature appears. § 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as &statutory bond and not as a common law bond. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages,to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default. Failure of the Contractor, which has not been remedied or waived, to perform or otherwise ... to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 14.5 Contract Documents. All the documents that comprise the agreement between the Owner -and Contractor. - - AIA Document A3125' — 2010 Performance Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA{ Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:46:37 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1886874725) § 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 16 Modifications to this bond are as follows: «».-' (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: < »<c Address: Signature: Name and Title: < »<c » Address: AIA Document A312" — 2010 Performance Bond. The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:46:37 on 01/31/2012 under Order No.6663810308_1 which expires on 01/24/2013, and is not for resale. User Notes: (1886874725) AIA Document G702' - 1992 Application and Certificate for Payment PROJECT: TO OWNER: FROM CONTRACTOR: VIA ARCHITECT: APPLICATION NO: 001 PERIOD TO: CONTRACT FOR: . CONTRACT DATE: PROJECT NOS: / / Distribution to: OWNER: ❑ „T^_ARC H I_TECT:._❑ CONTRACTOR: ❑ FIELD: 0 OTHER: 0 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM $ 2. Net change by Change Orders $ 3. CONTRACT SUM TO DATE (Line 1 ± 2) $ 4. TOTAL COMPLETED & STORIED TO DATE (Column G on G703) $ 5. RETAINAGE: a. 0 % of Completed Work (Column D +Eon G703) $ b. 0 % of Stored Material (Column F on G703) $ 0.00 Total Retainage (Lines 5a + 5b or Total in Column I of G703) $ 6. TOTAL EARNED LESS RETAINAGE $ (Line 4 Less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $ (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) 0.00 0.00 0.00 0.00 0.00 The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from`the-Owner; and that current payment shown herein is now due. CONTRACTOR: By: State of: County of: Subscribed and sworn to before me this day of Notary Public: 0.00 My Commission expires: 0.00 0.00 0.00 0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $ 0.00 $ 0.00 Total approved this Month $ 0.00 $ 0.00 TOTALS $ 0.00 $ 0.00 NET CHANGES by Change Order $ 0.00 ARCHITECT'S CERTIFICATE FOR PAYMENT'` In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, ;theLquality_-of the—Work .-is ,in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED $:0:00"✓ ��`"" -.- (Attach explanation if amount certified differs from the amount applied Initis[ all gures-on this Application and on the Continuation Sheet that are changed to conform"with the amount certified.) ARCHITECT: By: Date: This Certificate is not negotiable. The AMOUNT CERTIFIED isi payable only to the Contractor named herein. Issuance, payment and acceptance of payment are withouf prejudice fo any`rights of the Owner or Contractor under this Contract AIA Document G702" — 1992. Copyright ® 1982 and 1992 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:53:20 on 03/02/2005 under Order No.10001424321 which expires on 10/20/2005, and is not for resale. User Notes: — (3711514675) 1 AIA Document G703 - 1992 Continuation Sheet AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. APPLICATION NO: 001 APPLICATION DATE: PERIOD TO: ARCHITECTS PROJECT NO: A B C D E F G H`.Y I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D+E+F) % (G — C) BALANCE TO FINISH (C - G)_,_ ______ RETAINAGE (IF VARIABLE RATE)_, _ ___ ___ _ FROM PREVIOUS APPLICATION (D + E) THIS PERIOD GRAND TOTAL $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 0.00 % $ 0.00 s::-- $° 0.00. AIA Document G703a` - 1992. Copyright ® 1992 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:55:46 on 03/02/2005 under Order No.1000142432 1 which expires on 10/20/2005, and is not for resale. User Notes: (2692137931) 1 AIA Document G706' - 1994 Contractor's Affidavit of Payment of Debts and Claims PROJECT: (Name and address) ARCHITECT'S PROJECT NUMBER: CONTRACT FOR: TO OWNER: (Name and address) CONTRACT DATED: STATE OF: COUNTY OF: OWNER: ❑ ARCHITECT: 0 CONTRACTOR: 0 --SURETY:-❑ .O_THER:-p.,, The undersigned hereby certifies that, except as listed below, payment has been made in full andlall obligations have otherwise been satisfied for all materials and equipment furnished, for all work, labor, and services performed,9and for all known indebtedness and claims against the Contractor for damages arising in any manner ;in connecioniwith the performance of the Contract referenced above for which the Owner or Owner's property right in any way be held responsible or encumbered. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AIA Document G707, Consent of Surety, may be used for this purpose Indicate Attachment 0 Yes ® No The following supporting documents should be attached hereto if required by the Owner: CONTRACTOR: (Name and :address) BY: (Signature of authorized epresetitative),. 1. Contractor's Release or Waiver of Liens, (Printed name and title) Subscribed and sworn to before me on this date: conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. 3. Contractor's Affidavit of Release of Liens (AIA Document G706A). Notary Public: My Commission Expires: AIA Document G706m — 1994. Copyright ® 1982 and 1994 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 10:58:19 on 03/02/2005 under Order No.1000142432_1 which expires on 10/20/2005, and is not for resale. User Notes: (2220934989) AIA Document G706An' - 1994 Contractor's Affidavit of Release of Liens PROJECT: (Name and address) ARCHITECT'S PROJECT NUMBER: TO OWNER: (Name and address) CONTRACT FOR: General Construction CONTRACT DATED: OWNER: ❑ ARCHITECT: ❑ CONTRACTOR:`❑`" SURETY: OTHER: ❑ STATE OF: COUNTY OF: I, ' ; i The undersigned hereby certifies that to the best of the undersigned's knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors,- all suppliers of materials and equipment, and all performers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. CONTRACTOR: (Name and address) BY: (Signature of authorized. representative) `4 3� (Printed name and title) 4 " Subscribed and sworn to before; me. ,on,this' date:. Notary Public: My Commission Expires: AIA Document G706A - 1994. Copyright ® 1982 and 1994 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAa Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 13:47:36 on 12/09/2004 under Order No.1000142432_1 which expires on 10/21/05, and is not for resale. User Notes: (1856462848) AIA Document G707' - 1994 Consent Of Surety to Final Payment PROJECT: (Nance and address) ARCHITECT'S PROJECT NUMBER: templates CONTRACT FOR: General Construction TO OWNER: (Name and address) CONTRACT DATED: OWNER: ❑ ARCHITECT: ❑ CONTRACTOR: ❑ . SURETY:'❑,.._-,' OTHER: ❑ In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (Insert name and address of Surety) on bond of (Insert name and address of Contractor) f i SURETY; . ;CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor:shalt not relieve the Surety of any of its obligations to (Insert name and address of Owner) as set forth in said Surety's bond. IN WITNESS WHEREOF, the Surety has hereunto set its hand on this date: (Insert in writing the month followed by the numeric date and year.) Attest: (Seal): (Surety) , OWNER, (Signature of authorized representative) - (Printed name and title) AIA Document G707m — 1994. Copyright ® 1982 and 1994 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AZA software at 11:29:00 on 03/01/2005 under Order No.1000142432 1 which expires on 10/20/2005, and is not for resale. User Notes: (1147593725) Section 00 72 00 GENERAL CONDITIONS PART 1 - GENERAL 1.01 Standard Form AIA Document A-201, 2007 General Conditions of the Contract for Construction. A. "General Conditions of the Contract for Construction" standard AIA document A201, 2007 edition follows, and is hereby made a part of the contract documents, except as it may be amended by supplementary conditions, special conditions, special requirements and the specific provisions of the documents. B. Any article and/or portions of any article not amended by the supplementary conditions, special conditions, special requirements, and specifications for workmanship and materials shall remain in full effect. PART 2 AND 3 NOT USED - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 General Conditions 00 72 00-1 AIA Document A20r' 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) i(templates» r(< »-_ THE OWNER: (Name, legal status and address) »Z( » THE ARCHITECT: (Name legal status and address) « »_ TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA- standard form. 'An !Addition s and Deletions Report that! note s added informationiaswell as revisions to the standard form..textis auailable..from the author and should be { reviewed: _.,.- This document has important legal cons equences Consultation-with an attorney -is encouraged with respect to_.- tsscompletion [or modification ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A201n' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA Treaties. Unauthorized reproduction or distribution of this AIA` Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) INDEX (Numbers and Topics in Bold are Section Headings) Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Access to Work 3.16, 6.2.1, 12.1 Accident Prevention 10 Acts and Omissions 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 10.2.5, 10.2.8, 13.4.2, 13.7.1, 14.1, 15.2 Addenda 1.1.1, 3.11.1 Additional Costs, Claims for 3.7.4, 3.7.5, 6.1.1, 7.3.7.5, 10.3, 15.1.4 Additional Inspections and Testing 9.4.2, 9.8.3, 12.2.1, 13.5 Additional Insured 11.1.4 Additional Time, Claims for 3.2.4, 3.7.4, 3.7.5, 3.10.2, 8.3.2, 15.1.5 Administration of the Contract 3.1.3, 4.2, 9.4, 9.5 Advertisement or Invitation to Bid 1.1.1 Aesthetic Effect 4.2.13 Allowances 3.8, 7.3.8 All-risk Insurance 11.3.1, 11.3.1.1 Applications for Payment 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.10, 11.1.3 Approvals 2.1.1, 2.2.2, 2.4, 3.1.3, 3.10.2, 3.12.8, 3.12.9, 3.12.10, 4.2.7, 9.3.2, 13.5.1 Arbitration 8.3.1, 11.3.10, 13.1.1, 15.3.2, 15.4 ARCHITECT 4 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.4.1, 3.12.7, 4.1, 4.2, 5.2, 6.3.1, 7.1.2, 7.3.7, 7.4, 9.2.1, 9.3.1, 9.4, 9.5, 9.6.3, 9.8, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1 Architect, Limitations of Authority and Responsibility 2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4.1, 9.4.2, 9.5.3, 9.6.4, 15.1.3, 15.2 Architect's Additional Services and Expenses 2.4.1, 11.3.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 Architect's Administration of the Contract 3.1.3, 4.2, 3.7.4, 15.2, 9.4.1, 9.5 Architect's Approvals E - i, 2.4.1, 3.1.3, 3.5.1, 3.10.2, 4.2.7 Architect's Authority to Reject Work 3.5.1, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright 1.1.7, 1.5 Architect's Decisions G 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.2.14, 6.3.1, 7.3.7, 7.3.9, 8.1.3, 8.31, 9.2.1, 9.4.1, 9.5, 9.8.4, 9.9.1, 13.5.2, 15.2, 15.3 Architect's Inspections 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.813, 9.9.2, 9.10.1,-13.5 Architect's Instructions 3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative -- -- 4.2.10 1 Architect's Relationship with Contractor 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5.1, 3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16,3,18; 4.1.2,4.1.3,4.2,5.2,6.2.2,7,8.3.1,9.2,9,3;9.4,9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12;-13.4.2,_13-.5, 15.2 Architect's Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6:3,9.6.4, 1L3.7. Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Asbestos 10.3.1 Attorneys' Fees 3.18.1, 9.10.2, 10.3.3 ��`� Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Cont acts for Portions of the Work J f. 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 Binding Dispute Resolution 9 9.7.1,11.3.9,11.3.10,13.1.1;15.2:5,15.2.6.1,15.3.1, 15.3.2, 15.4.1 r. Boiler and Machinery Insurance 11.3.2 I i; Bonds, Lien 7.3.7.4, 9.10.2, 9.10.3 Bonds, Performance, and Payment..-. 7.3.7.4, 9.6.7, 9.10.3, 11.3.9, 11.4 P AIA Document A201s' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 9.8.5 Certificates for Payment 4.2.1, 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 14.1.1.3, 14.2.4, 15.1.3 Certificates of Inspection, Testing or Approval 13.5.4 Certificates of Insurance 9.10.2, 11.1.3 Change Orders 1.1.1, 2.4.1, 3.4.2, 3.7.4, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 5.2.3, 7.1.2, 7.1.3, 7.2, 7.3.2, 7.3.6, 7.3.9, 7.3.10, 8.3.1, 9.3.1.1, 9.10.3, 10.3.2, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2, 15.1.3 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 2.2.1, 3.11, 4.2.8, 7, 7.2.1, 7.3.1, 7.4, 7.4.1, 8.3.1, 9.3.1.1, 11.3.9 Claims, Definition of 15.1.1 CLAIMS AND DISPUTES 3.2.4, 6.1.1, 6.3.1, 7.3.9, 9.3.3, 9.10.4, 10.3.3, 15, 15.4 Claims and Timely Assertion of Claims 15.4.1 Claims for Additional Cost 3.2.4, 3.7.4, 6.1.1, 7.3.9, 10.3.2, 15.1.4 Claims for Additional Time 3.2.4, 3.7.46.1.1, 8.3.2, 10.3.2, 15.1.5 Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 Claims Subject to Arbitration 15.3.1, 15.4.1 Cleaning Up 3.15, 6.3 Commencement of the Work, Conditions Relating to 2.2.1, 3.2.2, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1, 15.1.4 Commencement of the Work, Defmition of 8.1.2 Communications Facilitating Contract Administration 3.9.1, 4.2.4 Completion, Conditions Relating to 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Compliance with Laws 1.6.1, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 10.2.2,11.1,11.3,13.1,13.4,-13.5.1,13.5.2,13.6, 14.1.1, 14.2.1.3, 15.2.8, 15..2, 15.4.3 Concealed or Unknown Conditions 3.7.4, 4.2.8, 8.3.1, 10.3 j I Conditions of the Contract 1.1.1, 6.1.1, 6.1.4 Consent, Written k€ 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2', 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2 Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS !, 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 i ` 1 1 Construction Change Directives - --` f 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.11, 7.1,2,7.1.3, _ 9.3.1.1 Construction Schedules, Contractor's 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 15.1.3 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 11.3.9, 14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1,3.10,5.2,6.1,11.1.3,11.3.6,11.4.1 Contract Documents, The l it 1.1.1 Contract Documents, Copies Furnished and Use of 1.5.2, 2.2.5, 5.3 Contract Documents, Definition-of-------- 1.1.1 efinition-of--LL-----_1.1.1 Contract Sum 3.7.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1;9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.3.1, 14.2.4, 14.3 :2:15. i .4, Contract Sum, Definition of f� 9.1 Contract Time F 3.7.4, 3.7.5, 3.10.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 8.1.1, 8.2.1, 8.3.1, 9.5.1, 9.7;1, f0.3:2; 12:174T4-.3.2-; -- 15.1.5.1, 15.2.5 AIA Document A201. - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Contract Time, Definition of 8.1.1 CONTRACTOR 3 Contractor, Definition of 3.1, 6.1.2 Contractor's Construction Schedules 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contractor's Employees 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1, Contractor's Liability Insurance 11.1 Contractor's Relationship with Separate Contractors and Owner's Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.3.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.3.1.2, 11.3.7, 11.3.8 Contractor's Relationship with the Architect 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5.1, 3.7.4, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.5, 15.1.2, 15.2.1 Contractor's Representations 3.2.1, 3.2.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility for Those Performing the Work 3.3.2, 3.18, 5.3.1, 6.1.3, 6.2, 9.5.1, 10.2.8 Contractor's Review of Contract Documents 3.2 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 14.1, 15.1.6 Contractor's Submittals 3.10, 3.11, 3.12.4, 4.2.7, 5.2.1, 5.2.3, 9.2, 9.3, 9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.4.2 Contractor's Superintendent 3.9, 10.2.6 Contractor's Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.5, 7.3.7, 8.2, 10, 12, 14, 15.1.3 Contractual Liability Insurance 11.1.1.8, 11.2 Coordination and Correlation 1.2, 3.2.1, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1.5, 2.2.5, 3.11 Copyrights 1.5, 3.17 Correction of Work 2.3, 2.4, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.7 Costs 2.4.1, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.7, 7.3.8, 7.3.9, 9.10.2, 10.3.2, 10.3.6, 11.3,12.1.2,12.2.1,12.2.4,1-3:5,14 Cutting and Patching 3.14, 6.2.5 s Damage to Construction of Owner or Separate Contractors § _ 3.14.2, 6.2.4, 10.2.1.2, 10.2.5, 10.4;-11.1..1;-11 3;-- -. 12.2.4 Damage to the Work 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.4.1, 11.3.1, 12.2.4 Damages, Claims for 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1;'9:6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.1.3, 14.2.4, 11.1.6 6.1.1,8.3.3,9.5.1.6,9.7,10.3.2;•) Date of Commencement o1 the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3. Day, Definition of 8.1.4 Decisions of the Architect 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, 15:2;6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2.1, 9.4,9.5:1, 9.8.459.9k1, 13.5.2,14.2.2,14.2.4,15.1,15.2 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Damages for Delay ; C Defective or Nonconforming Work, Acceptance, Rejection and Correction of 2.3.1, 2.4.1, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Defective Work, Definition of 3.5.1 Definitions 1.1, 2.1.1, 3.1.1, 3.5.1, 3.12.1, 3`12.2, 3.12;3, 15.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8 1, 9.1, 9.811 Delays and Extensions of Time 3.2., 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2,10.4.1,14.3.2,15.1415.2.5 --_ Disputes 6.3.1, 7.3.9, 15.1, 15.2 "— :--- = -- Documents Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications; Use 'and Ownership of 3.11 i ' I Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 10.4, 14.1.1.2, 15.1.4 AIA Document A201' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) 4 -- Employees, Contractor's 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1 Equipment, Labor, Materials or 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13.1, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3.1, 3.4.1, 3.5.1, 3.7.1, 3.10.1, 3.12, 3.14, 4.2, 6.2.2, 7.1.3, 7.3.5, 8.2, 9.5.1, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3.1, 15.1.3 Extensions of Time 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3, 7.4.1, 9.5.1, 9.7.1, 10.3.2, 10.4.1, 14.3, 15.1.5, 15.2.5 Failure of Payment 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.3.1, 11.3.5, 12.3.1, 14.2.4, 14.4.3 Financial Arrangements, Owner's 2.2.1, 13.2.2, 14.1.1.4 Fire and Extended Coverage Insurance 11.3.1.1 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials 10.2.4, 10.3 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3.17.1, 3.18, 9.10.2, 10.3.3, 10.3.5, 10.3.6, 11.3.1.2, 11.3.7 Information and Services Required of the Owner 2.1.2, 2.2, 3.2.2, 3.12.4, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Initial Decision 15.2 Initial Decision Maker, Definition of 1.1.8 Initial Decision Maker, Decisions 14.2.2, 14.2.4, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Initial Decision Maker, Extent of Authority 14.2.2, 14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Injury or Damage to Person or Property 10.2.8, 10.4.1 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5 Instructions to Bidders 1.1.1 Instructions to the Contractor 3.2.4, 3.3.1, 3.8.1, 5.2.1, 7, 8.2.2, 12, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.1,6.1.1,7.3.7,9.3.2,9.8.4°;9.9.1,9.10.2,11 Insurance, Boiler and Machinery 11.3.2 Insurance, Contractor's Liability Insurance, Effective Date ofj f 11.1 8.2.2, 11.1.2 Insurance, Loss of Use 11.3.3 Insurance, Owner's Liability 11.2 Insurance, Property 10.2.5, 11.3 Insurance, Stored Materials 9.3.2, 11.4.1.4 INSURANCE AND BONDS w 11 l V Insurance Companies, Consent toPartial Occupancy____ 9.9.1, 11.4.1.5 Insurance Companies, Settlement with 11.4.10 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Interpretations, Written 4.2.11, 4.2.12, 15.1.4 Judgment on Final Award 15.4.2 -- Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.24.8.30112;-3.13,13.1'5.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.317, 9.10.2, 10.2.1, 10.2.4, 14.21.1, 14.2.1.2 Labor Disputes j ( _ 8.3.1 Laws and Regulations j _ 1.5,3.2.3,3.6,3.7,3.12.10,3.13.1,4.1.1,9.6.4,9.9.1, 10.2.2, 11.1.1, 11.3, 13.1.1,13:4;43:5A-, 13:5:2; 13.6.1, 14, 15.2.8, 15.4 Liens 2.1.2, 9.3.3, 9.10.2, 9.10.4, 15.2:$ Limitations, Statutes of 12.2.5, 13.7, 15.4.1.1 y Limitations of Liability ' FI 2.3.1, 3.2.2, 3.5.1, 3.12.10,3.17p1,3.18.1,4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9..4,9.6.7, 10.2.5, 10.3.3, 11.1.2, 11.2, 11.3.7, 12.2.5, 13.4.2 AIA Document A201' - 2007. Copyright CO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Limitations of Time 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 5.2, 5.3.1, 5.4.1, 6.2.4, 7.3, 7.4, 8.2, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7.1, 9.8, 9.9, 9.10, 11.1.3, 11.3.1.5, 11.3.6, 11.3.10, 12.2, 13.5, 13.7, 14, 15 Loss of Use Insurance 11.3.3 Material Suppliers 1.5, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5 Materials, Hazardous 10.2.4, 10.3 Materials, Labor, Equipment and 1.1.3, 1.1.6, 1.5.1, 3.4.1, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13.1, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1, 14.2.1.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2 Mechanic's Lien 2.1.2, 15.2.8 Mediation 8.3.1, 10.3.5, 10.3.6, 15.2.1, 15.2.5, 15.2.6, 15.3, 15.4.1 Minor Changes in the Work 1.1.1, 3.12.8, 4.2.8, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1.1, 1.1.2, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7.1, 10.3.2, 11.3.1 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3 Nonconforming Work, Rejection and Correction of 2.3.1, 2.4.1, 3.5.1, 4.2.6, 6.2.4, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Notice 2.2.1, 2.3.1, 2.4.1, 3.2.4, 3.3.1, 3.7.2, 3.12.9, 5.2.1, 9.7.1, 9.10, 10.2.2, 11.1.3, 11.4.6, 12.2.2.1, 13.3, 13.5.1, 13.5.2, 14.1, 14.2, 15.2.8, 15.4.1 Notice, Written 2.3.1, 2.4.1, 3.3.1, 3.9.2, 3.12.9, 3.12.10, 5.2.1, 9.7.1, 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1, 13.3, 14, 15.2.8, 15.4.1 Notice of Claims 3.7.4, 4.5, 10.2.8, 15.1.2, 15.4 Notice of Testing and Inspections 13.5.1, 13.5.2 Observations, Contractor's 3.2, 3.7.4 Occupancy 2.2.2, 9.6.6, 9.8, 11.3.1.5 Orders, Written 1.1.1, 2.3, 3.9.2, 7, 8.2.2, 11.3.9, 12.1, 12.2.2.1, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1.1 1i' Owner, Information and Services Required of the 2.1.2, 2.2, 3.2.2, 3.12.10, 6.1'.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.3, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Owner's Authority € k 1.5,2.1.1,2.3.1,2.4.1,3.4.213.8.1,3.12.10,3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 5.211, 5.2.4, 5.4.1, 6.1, 6.3.1, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1; 9.3.2, 9.5.1, 9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.1.3,11`.3.3, 11.3.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4, 15.2.7 k- r � Owner's Financial Capability r 2.2.1, 13.2.2, 14.1.1.4 Owner's Liability Insuranc e r 11.2 Owner's Loss of Use Insurance -- 11.3.3 Owner's Relationship with Subcontractors a` 1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2 Owner's Right to Carry Out the Work 2.4, 14.2.2 Owner's Right to Clean Up 6.3 Owner's Right to PerformtConstruction and 'to o Award Separate Contracts • 6.1 Owner's Right to Stop the Work 2.3 Owner's Right to Suspend the Work 14.3 Owner's Right to Terminate the Contract \, 14.2 Ownership and Use of Drawings, Specifications and Other Instruments of Service 1.1.1, 1.1.6, 1.1.7, 1.5, 2.2.51 3.2.2, 3.11.1 {6.17.1, 4.2.12, 5.3.1 jj Partial Occupancy or Use I 9.6.6, 9.9, 11.3.1.5 Patching, Cutting and 3.14, 6.2.5 Patents 3.17 Payment, Applications for 4.2.5, 7.3.9, 9.2.1, 9.3, 9.4, 95, 9.6.3, 9.7.1, 9.8.5, 9.10.1, 14.2.3, 14.2.4, 14.4.3 Payment, Certificates for 4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1,9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Payment, Failure of 9.5.1.3, 9.7, 9.10.2, 13.6, 141.1.3,„14.2.1.2= .,_ AIA Document A201n' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA” Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Payment, Final 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7.3.7.4, 9.6.7, 9.10.3, 11.4.9, 11.4 Payments, Progress 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8, 14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.7.4, 9.6.7, 9.10.3, 11.4.9, 11.4 Permits, Fees, Notices and Compliance with Laws 2.2.2, 3.7, 3.13, 7.3.7.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 8.2, 9.8, 9.9.1, 14.1.4, 15.1.3 Progress Payments 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 Project, Definition of the 1.1.4 Project Representatives 4.2.10 Property Insurance 10.2.5, 11.3 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14, 15.2.8, 15.4 Rejection of Work 3.5.1, 4.2.6, 12.2.1 Releases and Waivers of Liens 9.10.2 Representations 3.2.1, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 Representatives 2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.2, 4.2.10, 5.1.1, 5.1.2, 13.2.1 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.2, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12,4.25:2,6.1.3,9.2,9.8.2 Review of Shop Drawings, product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2,2.3,2.4,3.5.1,3.7.4,3.15.24.2.6,4.5,53;.5,4;«-. 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14, 15.4 S r Royalties, Patents and Copyrights 3.17 -` Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs ( a 3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.4 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5,2 Separate Contracts and Contractors'`' 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, f 1':4.7, 12.1.2 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and S 3.11, 3.12, 4.2.7 Site, Use of 3.13,6.1.1,6.2.1 Site Inspections 3.2.2, 3.3.3, 3.7.1, 3.7.4, 4.25 9.4.2, 9.1 Site Visits, Architect's 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5:1, 9.9.2,-9 Special Inspections and Testing _ 4.2.6, 12.2.1, 13.5 Specifications, Definition of the 1.1.6 Specifications, The 1.1.1, 1.1.6, 1.2.2, 1.5,3.11,3.12:10,3 Statute of Limitations 13.7, 15.4.1.1 Stopping the Work 2.3, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4;__.11.4.1.4 amples .4/ 0.1, 13.50 .10.1, 13.5 .17, 4.2.14 AIA Document A201. — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:14 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Subcontractor, Defmition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 11.4.7, 11.4.8, 14.1, 14.2.1 Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.7, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3 Submittal Schedule 3.10.2, 3.12.5, 4.2.7 Subrogation, Waivers of 6.1.1, 11.4.5, 11.3.7 Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Substantial Completion, Definition of 9.8.1 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of Architect 4.1.3 Substitutions of Materials 3.4.2, 3.5.1, 7.3.8 Sub -subcontractor, Definition of 5.1.2 Subsurface Conditions 3.7.4 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.7, 8.2, 8.3.1, 9.4.2, 10, 12, 14, 15.1.3 Surety 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2, 15.2.7 Surety, Consent of 9.10.2, 9.10.3 Surveys 2.2.3 Suspension by the Owner for Convenience 14.3 Suspension of the Work 5.4.2, 14.3 Suspension or Termination of the Contract 5.4.1.1, 11.4.9, 14 Taxes 3.6, 3.8.2.1, 7.3.7.4 Termination by the Contractor 14.1, 15.1.6 Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.6 Termination by the Owner for Convenience 14.4 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.29, 9.10.1,10.3.2,11.4.1.1,12.2.1,13.5 TIME 4 R 8 l Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3:1,'7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 �1 Time Limits ( 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3:11„3.12.5,3.15.1!4.2, 4.4, 4.5, 5.2, 5.3, 5.4, 6.2.4, 7.3,'x7.4, 8.2, 9.2, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 111.3; 11.4.1.5,11.4.6,11.4.10,122,1'3.5;13.'7 14,15:1.2; r 15.4 Time Limits on Claims 3.7.4, 10.2.8, 13.7, 15.1.2 Title to Work 9.3.2, 9.3.3 Transmission of Data in Digital Form 1.6 ;,.,„- UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, 8.3.1, 10.3 Unit Prices 7.3.3.2, 7.3.4 Use of Documents 1.1.1, 1.5, 2.2.5, 3.12.6, 5. Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect = -- 13.4.2 Waiver of Claims by the Contractor 9.10.5, 11.4.7, 13.4.2, 15.1.6 Waiver of Claims by the Owner 9.9.3, 9.10.3, 9.10.4, 11.4.3,11.46,11.4.7,12.2.2.1, 13.4.2, 14.2.4, 15.1.6 ;E Waiver of Consequential Damages 14.2.4, 15.1.6 9.10.2, 9.10.4 Waivers of Subrogation 6.1.1, 11.4.5, 11.3.7 Waiver of Liens AIA Document A201' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7.1 Weather Delays 15.1.5.2 Work, Definition of 1.1.3 Written Consent 1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2, 15.4.4.2 Written Interpretations 4.2.11, 4.2.12 Written Notice 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14, 15.4.1 Written Orders € r 1.1.1, 2.3, 3.9, 7, 8.2.2, 11.4`9, 12.1, 12.2, 13.5.2, 14.3.1, 15.1.2 ( i 6- AIA Document A201s` - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) 9 ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is ;(1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include the advertisement or invitation to bid, Instructions to Bidders, sample forms, other information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor's bid -or proposal, or portions of Addenda relating to bidding requirements. § 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants, (2) between the Owner and a Subcontractor or a Sub -subcontractor, (3) between the Owner and the Architect or the Architect's consultants or (4) between any persons or entities other, than the Owner and the Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. § 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by--• the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. § 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documentsmay be the whole or a part and which may include construction by the Owner and by separate contractors. - } § 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. § 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements formaterial's, equipment, systems, standards and workmanship for the Work, and performance of related 'services. § 1.1.7 INSTRUMENTS OF SERVICE s Instruments of Service are representations, in any medium of expression now known or later developed, of the tangible and intangible creative work performed by the Architect and the Architect's consultants under their / respective professional services agreements. Instruments of Service may include, without limitation, studies, surveys, models, sketches, drawings, specifications, and other similar materials. 1 § 1.1.8 INITIAL DECISION MAKER _ . - _ The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 15.2 and certify termination of the Agreement under Section 14.2.2.;' § 1.2 GUKKELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent of the Contract Documents is to include all items necessary for the propel execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary -to produce the'". indicated results. - --. - -- _.- _-_-.,.. - _ _ _ AIA Document A201s` — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognizedymeanings. § 1.3 CAPITALIZATION Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the American Institute of Architects: § 1.4 INTERPRETATION '' In the interest of brevity the Contract Documents frequently omit modifying words such as and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. Is § 1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE a -1 § 1.5.1 The Architect and the Architect's consultants shall be deemed the authors and owners their respective Instruments of Service, including the Drawings and Specifications, and will retain all common law, statutpry and other reserved rights, including copyrights. The Contractor, Subcontractors, Sub -subcontractors, and material'or equipment suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is notto`be`const ied'as publication in derogation of the Architect's or Architect's consultants' reserved rights. 1 § 1.5.2 The Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for execution of the Work. All: ' copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor, Subcontractors, Sub -subcontractors, and material or equipment suppliers may not, use the Instruments of Service on other projects or for additions to this Project outside the scope ofthe`Work-without the specific written consent of the Owner, Architect and the Architect's consultants. § 1.6 TRANSMISSION OF DATA IN DIGITAL FORM If the parties intend to transmit Instuments of Service or any other information or documentation in digital form, they shall endeavor to establish necessary protocols governing such transmissions, unless otherwise already provided in the Agreement or the Contract Documents. ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughouttthe",' Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The 'term "Owner" means the Owner or the Owner's authorized representative. A_ § 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request; information necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein. § 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 2.2.1 Prior to commencement of the Work, the Contractor may request in writing that the ()wrier provide reasonable evidence that the Owner has made financial arrangements to fulfill the Owner'soblgations under the Contract. Thereafter, the Contractor may only request such evidence if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; (2) a change in the Work materially changes the Contract Sum; or (3) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when We. The Owner shall furnish such evidence as a condition precedent to commencement or continuation of the Work -.or- AIA Document A201'. — 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) 11. the portion of the Work affected by a material change. After the Owner furnishes the evidence, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. § 2.2.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled to'rely on the accuracy of — information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. § 2.2.4 The Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Contractor's performance of the Work with reasonable promptness afterreceiving the Contractor's written request for such information or services. I; r § 2.2.5 Unless otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. , 4 S § 2.3 OWNER'S RIGHT TO STOP THE WORK f h If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as. required by Section 12.2 or repeatedly fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent, required by Section 6.1.3. § 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a ten-day period after receipt of written notice from the Owner to commence and continue correction ofsuch default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, theContactor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR § 3.1 GENERAL § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the _ Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the jurisdiction where the Project is located. The Contractor shall designate in writing a representative who shall have -- express authority to bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contractor or the Contractor's authorized representative. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. .e' § 3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor!, ( AIA Document A201" - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion`of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurement's of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however theContractor- shall promptly report to the Architect any errors, inconsistencies or omissions discovered by ormade known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. r— § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor!as request for information in such form as the Architect may require. § 3.2.4 If the Contractor believes that additional cost or time is involved because of clarificationsor instructions the Architect issues in response to the Contractor's notices or requests for information pursuantto Sections 3.2.2. or 3.2.3, the Contractor shall make Claims as provided in Article 15. If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies of omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents, or for nonconformities of the Contract Documents to applicable laws, statutes,; ordinances, •codes, rules and regulations, and lawful orders of public authorities. § 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning these matters. If the Contract Documentsgive specific instructions concerning construction means, methods, techniques, sequences or procedures, the Contractofshall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the jobsite' safety of such means, methods, techniques, sequences or procedures. If the Contractor determines that such means,A methods, techniques, sequences or procedures may not be safe, the Contractor shall give tithely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further Witten instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods,techniquea sequences or procedures without acceptance of changes proposed by the Contractor, the Ovne> shall be solely responsible for any loss or damage arising solely from those Owner -required means, methods, techniques, sequences or procedures. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on behalf of, the Contractor or any of its Subcontractors. pn § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor,' _ `— materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other- -. AIA Document A2015' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work authorized by the Architect in accordance with Sections 3.12.8 or 7.4, the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. , § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's, employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. § 3.5 WARRANTY The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will`be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit: Work, materials, or equipment not conforming to these requirements may be considered defective. The Contractor's warranty; excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Confractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. I1 required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. §3.6TAXES The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor thatare legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. § 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS § 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay, for the building permit as well as for other permits, fees, licenses, and inspections by government agencies necessary. for propef execution and completion of the Work that are customarily secured after execution of the Contract and legally required at the time bids are received or negotiations concluded. § 3.7.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, -codes, rules and regulations, and lawful orders of public authorities applicable to performance of the Work. § 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility. for such Work and shall bear the costs attributable to correction. `/ § 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the' itethat are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for; in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The -Architect -will promptly - investigate such conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an, equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change inthe terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. If either party disputes the Architect's determination or recommendation, that party may proceed as provided in Article 15. § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor `shall`iirimediately suspend any operations that would affect thein and shall notify the Owner and Architect. Upon receipt of -such., . .-._-- notice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resume AIA Document A201s' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains or features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features may be made as provided in Article 15.. § 3.8 ALLOWANCES § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents, .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; ' a .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be includecIin the Contract Sum but not in the allowances; and" .3 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in Contractor's costs under Section 3.8.2.2. t=_ a — § 3.8.3 Materials and equipment under an allowance shall be selected by the Owner with reasonable promptness.,,_r § 3.9 SUPERINTENDENT § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance' at the Project site during performance of the Work. The superintendent shall represent the Contractor, and , communications given to the superintendent shall be as binding as if given to the Contractor. § 3.9.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the name and qualifications of a proposed superintendent. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to the L. proposed superintendent or (2) that the Architect requires additional time to review. Failure of the Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 3.9.3 The Contractor shall not employ a proposed superintendent to whom the Owner or Architect -has made reasonable and timely objection. The Contractor shall not change the superintendent withouttlie Owner's -consent, which shall not unreasonably be withheld or delayed. § 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES t § 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. § 3.10.2 The Contractor shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter, as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. AIA Document A201s' — 2007. Copyright 8 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. A11 rights reserved. WARNING: This AIA' Treaties. Unauthorized reproduction or distribution of this AIA5 Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) § 3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one copy of approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. § 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES § 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions,C: brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is to demonstrate the way by which the Contractor proposes to conform to the information given and the deign; concept expressed in the Contract Documents for those portions of the Work for which the:Contract Documents •require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals - upon which the Architect is not expected to take responsive action may be so identified in the_Contract Documents,,._ Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal:. 1 schedule, with reasonable promptness and in such sequence as to cause no delay in the Work°or in the . activities ofd the Owner or of separate contractors. § 3.12.6 By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represent to the Owner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified... materials, field measurements and field construction criteria related thereto, or will do so and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents; require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective;submittal has been, - approved by the Architect. I I �' § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval ofShop _ _ Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific - - deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop := Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. § 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice, the Architect's approval of a resubmission shall not apply t6 such revisions. § 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents foie a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor. s-- -. responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be AIA Document A201n' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) required to provide professional services in violation of applicable law. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if preparedby others, shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or provided by such design professionals, provided the Owner and Architect have specified to,the Contractor all performance and design criteria that such services must satisfy. Pursuant to this Section 3.12.19,- the =Architect -will_ _ - review, approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Contractor shall not be responsible for the adequacy of the performance and design criteria specified iii the Contract Documents. § 3.13 USE OF SITE ;- The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. § 3.14 CUTTING AND PATCHING § 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting and patching, unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or otherwise altering such construction; or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner pr separate bntratoi except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. § 3.15 CLEANING UP § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work, the Contractor shall:remove waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials from and about: the Project. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and Owner shall be entitled to reimbursement from the Contractor. § 3.16 ACCESS TO WORK f The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS _ The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims' for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, bit'' shall not be responsible for such defense or loss when a particular design, process or product of*particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement�of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. AIA Document A201a' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AM' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIX' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 3.18 INDEMNIFICATION § 3.18.1 To the fullest extent permitted by law the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly, employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage los's or expense is partby party obligationg te, abridge, or reduce caused in a a indemnified hereunder. Such shall not be construed to ne a other rights or obligations of indemnity which would otherwise exist as to a party or person described in this -Section 3.18. ( I § 3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they.; may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers'_ compensation acts, disability benefit acts or other employee benefit acts. f- ` ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4.1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully practicing architecture in the jurisdiction where the Project is located. That person or entity is identified as the Architecfin the Agreement and is referred to throughout the Contract Documents as if singular in number. _ § 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. § 4.1.3 If the employment of the Architect is terminated, the Owner shall employ a successor architect: as to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of they Architect. § 4.2 ADMINISTRATION OF THE CONTRACT § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner's representative during construction until the date the Architect issues the final Certificate For Payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. 7 § 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction, or as otherwiseagreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect will not be r'equired to make exhaustive or continuous on-site inspections to check the quality or quantity of the World The Architect will not have control over, charge of, or responsibility for, the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since thesearesolely the = _-- Contractor's rights and responsibilities under the Contract Documents, except as provided in Section 3.3.1. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner (1) known deviations from the "Contract Documents and from the most recent construction schedule submitted by the Contractor, and (2) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not Have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. AIA Document A201a' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 'and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Conununications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. - - R § 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Dol uments, Whenever the -• -, Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Architect or, in the absence of an approved '- submittal schedule, with reasonable promptness while allowing sufficient time in the Architect's professional,_ judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as, required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means;''methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and, the date,' of final completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required,by the Co\itract arid ° assembled by the Contractor pursuant to Section 9.10; and issue a final Certificate for Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents: § 4.2.11 The Architect will interpret and decide matters 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 in writing within any time limits agreed upon or otherwise with reasonable promptness: § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, al -id reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making'such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. § 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent_. expressed in the Contract Documents. AIA Document A201n' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIAa Treaties. Unauthorized reproduction or distribution of this AIA" Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as ifsihgular in number and means a Subcontractor or an authorized representative of the Subcontractor. Die term "Subcontractor!' does not include a separate contractor or subcontractors of a separate contractor. § 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub - subcontractor. § 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, assoon as practicable after award of the Contract, shall furnish in writing to the Owner through the Archifect the names 'of persons or entities (including those who are to furnish materials or equipment fabricated to la special design) proposed for each principal portion of the Work. The Architect may reply within 14 days tothe Contractor_ in writing stating (1) whether the Owner or the Architect has reasonable objection to any such proposed person or entity or (2) that the Architect requires additional time for review. Failure of the Owner or Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect hasImacfe reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. f � Y § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed.but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall-'~' be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted prom ptly and responsively, in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor, person or entity previously selectedKif the Owner or,' Architect makes reasonable objection to such substitution. E , § 5.3 SUBCONTRACTUAL RELATIONS , t By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor -by- terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents;.- assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performedby the' Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor;Funless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written 1T -quest of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement -that may. AIA Document A20191 - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) 20 be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that _ .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated underbond relating to the Contract. {' When the Owner accepts the assignment of a subcontract agreement, the Owner assumes the Contractor's rights and obligations under the subcontract. § 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. ' S i I ` § 5.4.3 Upon such assignment to the Owner under this Section 5.4, the Owner may further assign the subcontract to a successor contractor or other entity. If the Owner assigns the subcontract to a successor contractor or other entity, the Owner shall nevertheless remain legally responsible for all of the successor contractor's obligations under the subcontract. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or . operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost involved because of such action by the Owner, the Contractor shall make such Claim as provided in Article 15 ) § 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. § 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and, of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with r other separate contractors and the Owner in reviewing their construction schedules. The Contractosliall,make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors ;and the Ov'ner until subsequently revised. I 4 / § 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs c n str'uction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights that apply to the Contractor under the Conditions of the Contract, -including; without excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction' and' storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 1. § 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute 'an -acknowledgment -that.- .-. AIA Document A201n' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. § 6.2.3 The Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a separate contractor because of the Contractor's delays, irnproperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly timed activities, damage to the Work or defective construction. •§ 6.2.4 The Contractor shall promptly remedy damage the Contractor wrongfully causes tocompleted or partially completed construction or to property of the Owner or separate contractors as provided in Section 10.2.5. § 6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. § 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish; the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK: § 7.1 GENERAL f 6 § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without'invalidatirig the , Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. § 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the f" Contractor; an order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. § 7.2 CHANGE ORDERS § 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect stating their agreement upon all of the following: .1 The change in the Work; .2 The amount of the adjustment, if any, in the Contract Sum; and .3 The extent of the adjustment, if any, in the Contract Time. § 7.3 CONSTRUCTION CHANGE DIRECTIVES i t' § 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the O%f nerl and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the+Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other"revisions, the = - , • Contract Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change . Order. . § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Su`, the adjustment shall be based on one of the following methods:: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficientsubstantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or AIA Document A201"' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This ATA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) .4 As provided in Section 7.3.7. § 7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. _ - § 7.3.5 Upon receipt of a Construction Change Directive, the Contractor shall promptly prooeed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement;with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's ageement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. § 7.3.7 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall determine the method and the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount. In such case, and also under Section 7.3.3.3, the Contractor shall keep and present, inisuch form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless''otherwise--` -- provided in the Contract Documents, costs for the purposes of this Section 7.3.7 shall be limited to the following: .1 Costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 Costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 Rental costs of machinery and equipment, exclusive of hand tools, whether rentedfrom the Contractor or others; .4 Costs of premiums for all bonds and insurance, permit fees, and sales, use or similar, taxes related td the Work; and' .5 Additional costs of supervision and field office personnel directly attributable to the change. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the',Coniractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect's professional judgment, toibe reasonably justified. The Architect's interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15. § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such - agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders maybe issued for all or any part of a Construction Change Directive. § 7.4 MINOR CHANGES IN THE WORK The Architect has authority to order minor changes in the Work not involving adjustment i4 the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents.[ Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. AIA Document A201' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. I § 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. § 8.2 PROGRESS AND COMPLETION h y § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in;writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed bythe effective date of such insurance. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve SubstantialCompletion "-.° within the Contract Time. § 8.3 DELAYS AND EXTENSIONS OF TIME § 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner;,,or by changes ordered in the Work; or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or: other causes beyond the Contractor's control; or by delay authorized by the Owner pending mediation and,arbitration; o' by other causes that the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9, PAYMENTS AND COMPLETION 91 CONTRACT SUM , 1`' The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payableby the Owner to the Contractor for performance of the Work under the Contract Documents. a § 9.2 SCHEDULE OF VALUES Where the Contract is based on a stipulated sum or Guaranteed Maximum Price, the Contractor shall submit to the Architect, before the first Application for Payment, a schedule of values allocating the entire Contract -Sum to the - various portions of the Work and prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing, the Contractor's Applications for Payment. § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, if required under Section 9.2., for completed portions of the Work. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and shall reflect retainage if provided for hillier Contract" Documents. AIA Document A201e, - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 9.3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change Orders. § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or material supplier, unless such Work has been performed by others whom the Contractor intends to pay. § 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved -hi advance by the Owner, payment may similarly be made for materials and equipment suitably stored,off the site -at-a location - agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owners title to such materials and equipment or otherwise protect the Owner's interest, and shall include the costs of applicable insurance, storage and transportation to the site for such materials and equipment stored off then site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the—Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for 't Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and 'clear of liens, 'claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers; or otherpersons or entities making a claim by reason of having provided labor, materials and equipment relating to -the Work. § 9.4 CERTIFICATES FOR PAYMENT § 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to.`the Owner, based on the Architect's evaluation of the Work and the data comprising the Application for Payment, that,,to the best of the Architect's knowledge, information and belief, the Work has progressed to the point indicated and that ; the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results 6f subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Paymentwill.further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the -issuance -; of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on- site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques;' sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors andimaterial suppliers and other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 DECISIONS TO WITHHOLD CERTIFICATION § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify -the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to.., make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such'claims unless security acceptable to the Owner is provided by the Contractor; AIA Document A201' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) 25 .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a separate contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 repeated failure to carry out the Work in accordance with the Contract Documents. § 9.5.2 When the above reasons for withholding certification are removed, certification willbe made for amounts previously withheld. § 9.5.3 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Architect ,will reflect such payment on the next Certificate for Payment. � c § 9.6 PROGRESS PAYMENTS 1 § 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the marnertand within the time provided in the Contract Documents, and shall so notify the Architect. § 9.6.2 The Contractor shall pay each Subcontractor no later than seven days after receipt of payment from the Owner the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in a similar manner. § 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding percentagesGof completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on c account of portions of the Work done by such Subcontractor. ` § 9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the Owner to the Contractor for subcontracted •_:„• Work. If the Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor, except as may otherwie be required by law.- § 9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided, in Sections 9.6.2, 9.6.3 and 9.6.4. I § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy ,of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. § 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal suni of the Contract -Sum; - payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, shall..create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle aiiy person or entity to an award of punitive damages against the Contractor for breach of the requirements of thus provision. § 9.7 FAILURE OF PAYMENT If the Architect does not issue a Certificate for Payment, through no fault of the Contractor; within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractorwithin'severi days - after the date established in the Contract Documents the amount certified by the Architect orawardedby_binding ., dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, AIA Document A201n' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut- down, delay and start-up, plus interest as provided for in the Contract Documents. § 9.8 SUBSTANTIAL COMPLETION § 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. § 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept— separately, is substantially complete, the Contractor shall prepare and submit to the Architect a,comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such. list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. § 9.8.3 Upon receipt of the Contractor's list, the Architect will make an inspection to determine'whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses anyitem, whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the'Coritract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. § 9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a _ Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractorfor their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consentof surety,, ifp any, the Owner shall make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at- any .stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented, to by the insurer as required under Section 11.3.1.5 and authorized by public authorities having jurisdiction over'the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for paymnts,,f'' retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in( writing concerning the period for correction of the Work and commencement of warrantiesirequired by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractop shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement - between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect: shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the' condition of the Work. ( § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Document. § 9.10 FINAL COMPLETION AND FINAL PAYMENT § 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the AIA Document A20r. - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIX' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) - _ ___ Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on-site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. i § 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered. (lessamounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be: canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be' designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the`Contractor may fdrnish a .bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfiedafter payments are made, the Contractor shall refund to the Owner all money that the Owner may be;:compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. § 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating thea., Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the`' remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract, _ Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for ;hat portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior td 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. § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or: .3 terms of special warranties required by the Contract Documents. § 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a‘waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the .tiine of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions andprograms - in connection with the performance of the Contract. § 10.2 SAFETY OF PERSONS AND PROPERTY § 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to .1 employees on the Work and other persons who may be affected thereby; ;' .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, - roadways, structures and utilities not designated for removal, relocation or replacement-in,the.course_ of construction. AIA Document A2019` - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 10.2.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. § 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are - necessary for execution of the Work, the Contractor shall exercise utmost care and carry ori such activities under- - supervision of properly qualified personnel. t § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 arid10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the Ovner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may: be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. § 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization_ at, the site whose duty-._ shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as to cause damage -or create an unsafe condition. -� § 10.2.8 INJURY OR DAMAGE TO PERSON OR PROPERTY If either party suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or not, insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. § 10.3 HAZARDOUS MATERIALS § 10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials. If the Contractor encounters a hazardous material or substance not addresed'in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury,or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. § 10.3.2 Upon receipt of the Contractor's written notice, the Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, in the event such- material or substance is found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or cto who are to perform the task of removal or safe containment of such material or substance. The Contrar and the -- Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work inkhe 'affected area shall resume upon written agreement of the Owner and Contractor. By Change Order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractors reasonable - additional costs of shut -down, delay and start-up.---- ) AIA Document A201s' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, Architect, Architect's consultants and agents and employees of any of thein from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), except to the extent that such damage, loss or expense is due to the fault or negligence of the party seeking indemnity. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for materials or substages th Contractor brings to the site unless such materials or substances are required by the Contract Documents. The Ov'ner shall be responsible for materials or substances required by the Contract Documents, except to the extent of the Contractor's fault or negligence in the use and handling of such materials or substances. § 10.3.5 The Contractor shall indemnify the Owner for the cost and expense the Owner incurs (1) for remediation of a material or substance the Contractor brings to the site and negligently handles, or (2) where the Contractor fails to perform its obligations under Section 10.3.1, except to the extent that the cost and expense are due to the Owner's fault or negligence.I § 10.3.6 If, without negligence on the part of the Contractor, the Contractor is held liable by a government agency for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense th 1rebyincurred: § 10.4 EMERGENCIES In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE E § 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully. authorized -to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claim`s_. set forth below which may arise out of or result from the Contractor's operations and completed operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by , a Subcontractor or by anyone directly or indirectly employed by any of thein, or by anyone for whose acts any of them may be liable: .1 Claims under workers' compensation, disability benefit and other similar employee benefit acts that are applicable to the Work to be performed; .2 Claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; ; .3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; .41 ! 1 Claims for damages insured by usual personal injury liability coverage; y'" .5 Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .6 Claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; — - .7 Claims for bodily injury or property damage arising out of completed operations; and .8 Claims involving contractual liability insurance applicable to the Contractor's; obligations under" Section 3.18. § 11.1.2 The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment, and, with respect to the Contractor's completed operations coverage, until the expiration of the periodforcorrection AIA Document A201' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. A11 rights reserved. WARNING: This AIA* Treaties. Unauthorized reproduction or distribution of this AIA Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. § 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted with the final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2 4lnformaton concerning- - reduction of coverage on account of revised limits or claims paid under the General Aggregate, or -both, shall be ._ -- furnished by the Contractor with reasonable promptness. f I § 11.1.4 The Contractor shall cause the commercial liability coverage required by the Contract Documents to include (1) the Owner, the Architect and the Architect's Consultants as additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's operations; and (2); the Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts dr omissions during the Contractor's completed operations. x . � s § 11.2 OWNER'S LIABILITY INSURANCE c i The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. § 11.3 PROPERTY INSURANCE § 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all-risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract` Modifications and cost of materials supplied or installed by others, comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be -maintained; unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities; who are beneficiaries of such insurance, until final payment has been made as provided in Section 9.10 or, until no pyerson or entity other than the Owner has an insurable interest in the property required by this Section.11.3 to be coveted,f whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub= (. subcontractors in the Project. § 11.3.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include, without limitation, insurance against the perils of fire (with extended coverage) and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary buildings and debris removal including demolition occasioned by.enforcement of -any applicable legal requirements, and shall cover reasonable compensation for Architect's and°Contractor's services and expenses required as a result of such insured loss. § 11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance that will protect the interests of the Contractor, Subcontractors and Sub -subcontractors in the Work, and by appropriate Change Order the cost thereof be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor in writing, then the Owner, shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. s § 11.3.1.4 This property insurance shall cover portions of the Work stored off the site, and also portions of the Work in transit. § 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or AIA Document A201m — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA4 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub -subcontractors in the Work, and the Owner and Contractor shall be named insureds. ` 11.3.3 LOSS OF USE INSURANCE The Owner, at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waiveb all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due e to fire or other hazards however caused. § 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or other; special causes of loss be included in the property insurance policy, the Owner shall, if possible, include such I, insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Orderi I l i; 1 § 11.3.5 If during the Project construction period the Owner insures properties, real or personal ;or both, attior adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment - property insurance is to be provided on the completed Project through a policy or policies other than those insuring._ the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Section 11.3.7 for damages caused by fire or other causes of loss covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. § 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy,that includes insurance coverages required by this Section 11.3. Each policy shall contain all generally applicable 1 conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire, and that its limits will not be reduced, :until adeast prior written notice has been given to the Contractor. - r § 11.3.7 WAIVERS OF SUBROGATION The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants,separate contractors described in Article 6, if any, and any of their subcontractors, sub-subcontractors/agents and employees; for damages caused by fire or other causes of loss to the extent covered by property insurance obtainedpursuant to this Section 11.3 or other property insurance applicable to the Work, except such rights as theyhave to proceeds such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontracto",rs, subcontractors, agents agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual orf otherwise, -did "not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. § 11.3.8 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and m'ad'e ... payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar Manner § 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss; give bond for proper performance of the Owner's duties. The cost of required bonds shall he charged against, .- - ,_ proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the AIA Document A201n' — 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA Treaties. Unauthorized reproduction or distribution of this AIA Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) Owner shall distribute in accordance with such agreement as the parties in interest may reach, or as determined in accordance with the method of binding dispute resolution selected in the Agreement between the Owner and Contractor. If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience, replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7. § 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercisejof this power; if such objection is made, the dispute shall be resolved in the manner selected by the Owner and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration as the method' -- of binding dispute resolution, the Owner as fiduciary shall make settlement with insurers or, in the case of a dispute= over distribution of insurance proceeds, in accordance with the directions of the arbitrators. § 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. g i § 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering pa'ment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 UNCOVERING OF WORK § 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the Architect's examination and be replaced at the Contractor's expense without change in the Contract Tim_ e, § 12.1.2 If a portion of the Work has been covered that the Architect has not specifically requested to .examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered I y the: Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents, such .. costs and the cost of correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. § 12.2 CORRECTION OF WORK § 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION The Contractor shall promptly coned Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether discovered before or after Substantial Completion and whether or not fabricated,: ' installed or completed. Costs of correcting such rejected Work, including additional testingand inspections, the cost of uncovering and replacement, and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense. § 12.2.2 AFTER SUBSTANTIAL COMPLETION § 12.2.2.1 In addition to the Contractor's obligations under Section 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of an applicable special warranty required by the Contract- Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor ,F. shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously" given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor failsto correct nonconforming Work within a reasonable time during that period after receipt of notice froln the Owner or Architect, the Owner may correct it in accordance with Section 2.4. s AIA Document A201a' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the Work. § 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. - § 12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. - § 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction! whether completed or-- - • --- partially completed, of the Owner or separate contractors caused by the Contractor's co1Tectionor removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations the Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. i ! S § 12.3 ACCEPTANCE OF NONCONFORMING WORK If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the _ Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW v The Contract shall be governed by the law of the place where the Project is located except that, if the.parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 15.4. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Section 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assigmnent without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. t t § 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to a lender providing construction financing for the Project, if the lender assumes the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment.i § 13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual; to a member of the firm or entity, or to an officer of the corporation for which it was intended; or if delivered at, or sent by registered or certified mail or by courier service providing proof of delivery to, the last business address known to ,the party giving notice. § 13.4 RIGHTS AND REMEDIES i` § 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherv'ise imposed or available by law. i G , § 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duly afforded them under the Contract, nor shall such action or failure to act constitute approval of oracquiescence_in. a...,--- - breach there under, except as may be specifically agreed in writing. AIA Document A20191 — 2007. Copyright O 1911, 1915, 1910, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926110731) § 13.5 TESTS AND INSPECTIONS § 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or withlthe;appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect mayfbe present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded, and (2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. r— -- § 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portionsof the Work require additional testing, inspection or approval not included under Section 13.5.1, the Architect vrill, ;upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice-toothe Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided in Section 13.5.3, shall be at the Owner's expense. 1 (; l § 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made} necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses--"- - shall be at the Contractor's expense. § 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. § 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the. § 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to 'avoid unreasonable delay in the Work. Architect will do so promptly and, where practicable, at the normal place of testing. § 13.6 INTEREST Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. § 13.7 TIME LIMITS ON CLAIMS i' 1 1 The Owner and Contractor shall commence all claims and causes of action, whether in contract, tort, breach of:- warranty f -warranty or otherwise, against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement within the time period specified by applicable law, but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and j Contractor waive all claims and causes of action not commenced in accordance with this Section 13.7. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any - other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: f y .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; .2 An act of government, such as a declaration of national emergency that requires ;all Work to be stopped; i --_, -_ AIA Document A201n' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; or .4 The Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Section 2.2.1. § 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor',or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or inteni ptions of the entire Work by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of = days scheduled for completion, or 120 days in any 365 -day period, whichever is less. § 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed, including reasonable overhead and profit, costs incurred by reason of such termination, and damages. § 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor oi+ a Subcontractor or their agents or employees or any other persons performing portions of thekWoik under cpntract with the Contractor because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contact Documents with respect to matters important to the progress of the Work, the Contractor May, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.3. § 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules andregulations;,or lawful orders of a public authority; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents., § 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Initial Decision Maker 'tliat .. sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4; and l a ( .3 Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written .°' request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of ther costs incurred by the Owner in finishing the Work. j I- = - § 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. = = = _ _ _ § 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for, the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and d not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance; the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or; Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work-in whole or in part for such period of time as the Owner may determine. r __ __ — __ AIA Document A20191 — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA" Treaties. Unauthorized reproduction or distribution of this AIA` Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Section 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. § 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the- -_- Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. 1 I I „ F § 14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to recei se payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed. ARTICLE 15 CLAIMS AND DISPUTES § 15.1 CLAIMS § 15.1.1 DEFINITION A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, orother relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. § 15.1.2 NOTICE OF CLAIMS Claims by either the Owner or Contractor must be initiated by written notice to the other party and to the Initial,. Decision Maker with a copy sent to the Architect, if the Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is -later. § 15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim, except as otherwise agreed in writing or as provided infSection 9.7 aid Article-' 14, the Contractor shall proceed diligently with performance of the Contract and the Owner) shall continue to make payments in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. I § 15.1.4 CLAIMS FOR ADDITIONAL COST I' If the Contractor wishes to make a Claim for an increase in the Contract Sum, written notice as'provided herein -shall---- be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. -_ § 15.1.5 CLAIMS FOR ADDITIONAL TIME § 15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time,writen,notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay, only one Claim is necessary. § 15.1.5.2 If adverse weather conditions are the basis for a Clain for additional time, such Glairn shall be documented by data substantiating that weather conditions were abnormal for the period ofttime, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. - __ __ -_ AIA Document A201a' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA° Treaties. Unauthorized reproduction or distribution of this AIA' Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) § 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either; party's termination -- _- in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of liquidated damages, when applicable, in accordance with the requirements of the Contract Documents. § 15.2 INITIAL DECISION § 15.2.1 Claims, excluding those arising under Sections 10.3, 10.4, 11.3.9, and 11.3.10, shallbe; referred to the Initial Decision Maker for initial decision. The Architect will serve as the Initial Decision Maker, unless otherwise indicated in the Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision shall be required as a condition precedent to mediation of any Claim arising prior to the date final payment is due;,, unless 30 days have passed after the Claim has been referred to the Initial Decision Maker with no decision having been rendered. Unless the Initial Decision Maker and all affected parties agree, the Initial Decision Maker will'not :decide disputes between the Contractor and persons or entities other than the Owner. § 15.2.2 The Initial Decision Maker will review Claims and within ten days of the receipt of a Claim take one or more of the following actions: (1) request additional supporting data from the claimant or a response with supporting data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a comproinise; or (5) advise the parties that the Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker lacks sufficient information to evaluate the merits of the Claim or if the Initial Decision Maker concludes that;•in the Initial Decision Maker's sole discretion, it would be inappropriate for the Initial Decision Maker to resolve the Claim. § 15.2.3 In evaluating Claims, the Initial Decision Maker may, but shall not be obligated to, consult with, or seek information from either party or from persons with special knowledge or expertise who may assist the Initial Decision Maker in rendering a decision. The Initial Decision Maker may request the Owner to authorize retention of such persons at the Owner's expense. § 15.2.4 If the Initial Decision Maker requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond, within ten days after receipt of such request, and shall eitlier'(1) prrovide a response on the requested supporting data, (2) advise the Initial Decision Maker when the response or supporting, data will be furnished or (3) advise the Initial Decision Maker that no supporting data will be famished. Upon :'` receipt of the response or supporting data, if any, the Initial Decision Maker will either reject or approve the Claim in whole or in part. ; § 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the Claim, or indicating that the Initial Decision Maker is unable to resolve the Claim. This initial decision shall (1) be inwriting;(2)-state the reasons therefor; and (3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. The initial decision shall be final and binding, on the parties but subject to mediation and, if the parties fail to resolve their dispute through mediation, to binding dispute resolution. "._ § 15.2.6 Either party may file for mediation of an initial decision at any time, subject to the t'erins of Section 15.2.6.1. § 15.2.6.1 Either party may, within 30 days from the date of an initial decision, demand in writing that the other party file for mediation within 60 days of the initial decision. If such a demand is made and the partylreceiving the demand fails to file for mediation within the time required, then both parties waive their rights t� mediate of pursue binding dispute resolution proceedings with respect to the initial decision. AIA Document A2O1' - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA§ Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 15:05:44 on 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is not for resale. User Notes: (926118731) § 15.2.7 In the event of a Claim against the Contractor, the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor's default, the Owner may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. § 15.2.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines. § 15.3 MEDIATION § 15.3.1 Claims, disputes, or other matters in controversy arising out of or related to the Contract except those waived as provided for in Sections 9.10.4, 9.10.5, and 15.1.6 shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of the Agreement. A request for mediation shall be made in writing, delivered to the other party to the Contract, and filed with the person or entity administering the mediation. The request may be made concurrently with the filing of binding dispute resolution proceedings but, in such -event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall lie stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. If an arbitration is stayed pursuant to this Section 15.3.2, the parties mayjnonetheless proceed to the selection of the arbitrator(s) and agree upon a schedule for later proceedings. § 15.3.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the . . place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.4 ARBITRATION § 15.4.1 If the parties have selected arbitration as the method for binding dispute resolution in the, Agreement,. any Claim subject to, but not resolved by, mediation shall be subject to arbitration which, unless the' parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance With its Construction Industry Arbitration Rules in effect on the date of the Agreement. A demand for arbitration shall be made m writing, delivered to the other party to the Contract, and filed with the person or entity administering the arbitration. The party filing a notice of demand for arbitration must assert in the demand all Claims then known to that party'on which arbitration is permitted to be demanded. § 15.4.1.1 A demand for arbitration shall be made no earlier than concurrently with the filing of a,:request for mediation, but in no event shall it be made after the date when the institution of legal or equitable proceedings based' on the Claim would be barred by the applicable statute of limitations. For statute of limitations pu63osea;recaipt16-f a , written demand for arbitration by the person or entity administering the arbitration shall constitute the institution of legal or equitable proceedings based on the Claim. 1 § 15.4.2 The award rendered by the arbitrator or arbitrators shall be final, and judgment may beentered upon it in accordance with applicable law in any court having jurisdiction thereof ) l I § 15.4.3 The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or -entity.- - duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof. , § 15.4.4 CONSOLIDATION OR JOINDER § 15.4.4.1 Either party, at its sole discretion, may consolidate an arbitration conducted underAis,Agreement with any other arbitration to which it is a party provided that (1) the arbitration agreement governing{the;other arbitration permits consolidation, (2) the arbitrations to be consolidated substantially involve commonquestions of law or fact, and (3) the arbitrations employ materially similar procedural rules and methods for selecting arbitrator(s). § 15.4.4.2 Either party, at its sole discretion, may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration,, :. provided that the party sought to be joined consents in writing to such joinder. Consent to arbitration involving an AIA Document A201n` — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA' Treaties. Unauthorized reproduction or distribution of this AIA' Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.3726989292_1 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent. § 15.4.4.3 The Owner and Contractor grant to any person or entity made a party to an arbitration conducted under this Section 15.4, whether by joinder or consolidation, the same rights of joinder and consolidation as the Owner and Contractor under this Agreement. - -- i AIA Document A201a' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, American Institute of Architects. All rights reserved. WARNING: This AIA" Treaties. Unauthorized reproduction or distribution of this AIA' Document, penalties, and will be prosecuted to the maximum extent possible under the 08/20/2009 under Order No.37269892921 which expires on 05/28/2010, and is User Notes: 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The Document is protected by U.S. Copyright Law and International or any portion of it, may result in severe civil and criminal law. This draft was produced by AIA software at 15:05:44 on not for resale. (926118731) Section 00 73 00 SUPPLEMENTARY CONDITIONS OF THE CONTRACT The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction", AIA document A201, 2007. Where any article of the general conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplementary conditions, the unaltered provisions of that article, paragraph, subparagraph shall remain in full effect. ARTICLE 1 "General Provisions" Add to Article 1, General Provisions, the following: 1.2.4 In the event of conflicts or discrepancies among the contract documents, interpretations will be based on the following priorities: (1) The Standard Form of Agreement Between Owner and Contractor; (2) Change orders and supplemental instructions; (3) Addenda, with those of later date have precedence over those of earlier date; (4) The supplementary conditions; (5) The General Conditions of the Contract for Construction; and (6) Drawings and specifications Note: in case of an inconsistency between drawings and specifications or within either document not clarified by addendum, the better quality or greater quantity of work shall be provided. ARTICLE 2 "Owner" Add to Article 2, Owner, the following: 2.2.6 Communication between the Owner and the Contractor shall be by the Contractor's superintendant through the Architect/Engineer's representative. 2.5 OWNERS REPRESENTATION 2.5.1 Owner represents to the Contractor that the roof deck, walls or other structures extending above the roof deck, which will be utilized to secure the roof system, are in sound, weight-bearing condition, sufficient for the purposes of the work unless noted in specific areas on the Roof Plan. (See Specification Section 01 11 00, Section III, Deck Repair/Replacement, paragraph B.) City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Supplementary Conditions of the Contract 00 73 00-1 ARTICLE 3 "Contractor" Add to Article 3, Contractor, the following: 3.1.4 The operations of the Owner cannot be interrupted or disturbed except on an approved scheduled basis, the Contractor shall restrict his operations, including the storage of equipment and materials, to those areas designated by the Owner. 3.4.4 The Contractor shall deliver, handle, store and install materials in accordance with the more restrictive of the manufacturer's instructions or contract documents. 3.4.5 The Contractor shall be responsible for the security of all materials and equipment used in the performance of the work. 3.4.6 After the contract has been executed, the Owner and Architect/Engineer will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the general requirements of the specifications (Division 1). 3.4.7 By making requests for substitutions based on clause 3.4.6 above, the Contractor: (1) Represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal 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 but excludes costs under separate contracts, and excludes the Architect's/Engineer'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 may be required for the work to be complete in all respects. 3.13.1 The Contractor shall take special care to prevent damage to grass, shrubbery, trees and other site improvements. The Contractor shall replace any damaged items caused by the operations of this project to the satisfaction of the Owner and without any additional cost to the Owner. ARTICLE 4 "Architect" Add to Article 4, Architect, the following: 4.0 ARCHITECT/ENGINEER Supplementary Conditions of the Contract 00 73 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 4.0.1 There is no Architect on this project. Instead, Roof Spec, Inc. (the "Architect/Engineer") has been retained by the Owner to perform the administrative duties which are usually performed by the Architect hereunder. Wherever in this document the word "Architect" appears it should be replaced by the words "Architect/Engineer". The term Architect/Engineer means the Architect/Engineer or the Architect's/Engineer's authorized representative. ARTICLE 8 "Time" Add to Article 8, Time, the following: 8.1.5 All acts or failures to act occurring prior to the relevant date of substantial completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of substantial completion; as to all acts or failures to act occurring subsequent to the relevant date of substantial completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final certificate for payment. ARTICLE 9 "Payments and Completion" Add the following sentence to subparagraph 9.3.1: The form of application for payment shall be a notarized, if required, AIA document G702, Application and Certificate for Payment supported by AIA document G703, Continuation Sheet (1992). Add the following clause to subparagraph 9.3.1: 9.3.1.1 Until substantial completion, the Owner shall make progress payments in the amount of ninety per cent (90%) of the amount due the Contractor. Add the following clause to subparagraph 9.10.1: 9.10.1.1 Any payment application after substantial completion shall be sufficient to increase the total payment to one hundred percent (100%) of the contract sum, less such amounts as the Owner and Architect/Engineer shall determine for incomplete work and unsettled claims. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Supplementary Conditions of the Contract 00 73 00-3 ARTICLE 11 "Insurance and Bonds" Add to Article 11, Insurance and Bonds, the following: 11.1.2 The insurance required shall be written for not less than the following, or greater if required by law: 11.1.2.1 11.1.2.2 11.1.2.3 Workers Compensation a. Statutory b. Employer's liability: $100,000/each accident Comprehensive general liability (including premises operations; independent Contractor's protective; products and completed operations; broad form property damage): a. Bodily Injury: $1,000,000 each occurrence $1,000,000 aggregate, products, & completed operations. b. Property Damaged: $1,000,000 each occurrence $1,000,000 aggregate c. Products and completed operations insurance shall be maintained for a minimum period of two (2) years after final payment and Contractor shall continue to provide evidence of such coverage to Owner on an annual basis during the aforementioned period. d. Property damage liability insurance shall provide explosion, collapse or underground coverage as applicable. e. Contractual liability (hold harmless coverage): Bodily Injury: $1,000,000 Each occurrence Property Damage: $1,000,000 aggregate f. Personal injury, with employment exclusion deleted: $500,000 aggregate. Comprehensive Automobile Liability: a. Bodily Injury: $250,000 each person $500,000 each accident b. Property damage: $100,000 each occurrence Note: Many states have no-fault automobile insurance requirements. The Contractor shall be certain that coverage is provided which conforms to any specific stipulation in the law of the state in which the work is performed. - END OF SECTION - Supplementary Conditions of the Contract 00 73 00-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Section 01 11 00 SUMMARY OF WORK This Section is for the convenience of the Contractor only and should not be construed as a complete accounting of all work to be performed. The extent of the scope of work is indicated on the drawings and by the requirements of each Section. A copy of this Project Manual, Specifications and Detail Drawings (including all addenda and change orders) is required to be available on the project site at all times. PART 1 — GENERAL 1.01 Discovery And Verification: A. It is the responsibility of the Contractor to visit the project site to verify dimensions and construction of all existing details, equipment, and job site conditions pertaining to this work prior to bidding. B. The details shown and descriptions of existing assemblies were obtained via isolated and random reviews by Roof Spec, Inc. and/or from the original drawings. C. Materials and conditions shown by the details should not be construed as representative of each detail item on the entire roof area. 1.02 Demolition And Roof Preparation: A. Prior to removal of existing roof system, provide all necessary protection for Owner's equipment and personnel. B. Remove debris and loose gravel (if present) from roof area and properly dispose of all materials off-site. C. Tear off existing roof membrane, base flashings, insulation material and loose vapor retarder (if present) down to the roof deck and properly dispose of off-site. D. Ensure that all drains are in proper working order and that drain lines are clear to the first elbow. PART 2 — NOT USED City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Summary of Work 01 11 00-1 PART 3 — EXECUTION 3.01 Deck Repair/Replacement: A. Remove obsolete roof penetrations (verified by facility personnel.) B. Remove and replace existing deteriorated decking to match existing deck as directed by the Architect/Engineer, if found to be damaged. Provide unit price. 3.02 Rough Carpentry: A. Install nailers, where required, to match height of new insulation, as detailed. B. Install nailers for curb extensions, as required, for minimum curb height of 8" above new membrane. 3.03 Insulation: A. Install insulation in accordance with specifications and details, joints butted tight. Note: All joints are to be staggered and offset 50% from the previous layer. 3.04 Membrane/Flashings: A. Single Ply Membrane: 1. Install a 60 mil, fully adhered EPDM roof system. 2. Install EPDM flashing to all penetrations, perimeters, and wall sections, as detailed. 3. Install EPDM boots at pipe and plumbing locations. 3.05 Plumbing Work: A. Replace all missing or damaged drain covers and bolts. B. Auger all interior roof drains at completion of re -roofing to ensure working order. 3.06 Sheet Metal/Flashings: A. Install new 24 -gauge, pre -finished sheet metal counterflashings at curbs and perimeter locations. B. Install 24 -gauge, pre -finished sheet metal on expansion and control joints where indicated on detail drawings. C. Install 24 -gauge, galvanized accessories where shown on detail drawings. Summary of Work 01 11 00-2 City of Lino Lakes Lino Lakes Fire Station #2 RSI Project #15-12120-02 3.07 Grounds: A. Provide clean-up of building and grounds on a daily basis and dispose of all debris off-site. B. After completion of the project, repair or restore any and all grounds, parking areas and roadways to their original condition prior to project commencement. 3.08 Hazardous Materials/Disposal: A. In review of the roof areas by the Architect/Engineer, it was discovered that the existing membrane assembly consisted of an EPDM roof system. B. This information was obtained by the Architect/Engineer by a physical review of the exterior of the building, and by obtaining test cuts from a limited number of locations representative of the membrane assembly. The interior of the structure was not reviewed by the Architect/Engineer to identify any other components of the facility which could contain asbestos or other potentially hazardous products. C. Neither the Owner nor the Architect/Engineer make any representation that the identified potentially hazardous materials are the only potentially hazardous materials incorporated into the roof system, and it is the responsibility of the Contractors bidding the project to identify and verify any hazardous waste material and to include the cost of disposal within their bid price. The Contractor shall be solely responsible for the health and safety of its employees in the handling or removal of potentially hazardous materials. - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Summary of Work 01 11 00-3 Section 0131 19 PROGRESS MEETINGS PART 1 - GENERAL 1.01 Description: A. Work Included: To enable orderly review during progress of the work, and to provide for systematic discussion of problems, the Architect/Engineer will conduct project meetings throughout the construction period as is deemed necessary. 1.02 Representation: A. Each Contractor and major Subcontractor shall be represented at every meeting by a responsible member of their organization. 1.03 Submittals: A. The minutes of these meetings will be recorded by the Architect/Engineer, and each required representative at meetings will be furnished one copy in addition to the Owner. B. The Architect/Engineer conducting meetings, recording, and distributing meeting minutes on behalf of the Owner shall not be construed as coordinating or scheduling Contractor's work. 1.04 Decisions/Interpretations: A. All decisions and interpretations given by the Architect/Engineer at project meetings shall be on behalf of the Owner and shall be binding for each Contractor affected. PART 2 - NOT USED PART 3 - EXECUTION 3.01 Meeting Schedule: A. Meeting schedule as agreed to by Architect/Engineer and Contractors at pre - construction meeting. B. Change in meeting date/time: If a change of meeting date/time is required due to causes beyond control of the Owner or Architect/Engineer, the Architect/Engineer will advise each concerned party in advance of such change. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Progress Meetings 01 31 19-1 3.02 Meeting Location: A. To the maximum extent practical, meetings will be held at the job site. 3.03 Pre -Construction Meeting: A. Pre -construction meeting will be scheduled within fourteen days after the Owner has issued notice to proceed. Provide attendance by authorized representatives of the Contractor and all major Subcontractors. The Architect/Engineer will advise other interested parties and request their attendance. B. Minimum Agenda: 1. Organization arrangement of Contractor's personnel, those of Subcontractors, and material suppliers. 2. Channels and procedures for communications. 3. Construction schedule including sequence of critical work. 4. Contract documents including distribution of required copies of original documents and revisions. 5. Status of submittal package. 6. Processing of shop drawings and other data submitted for review. 7. Processing of field decisions and change orders. 8. Rules and regulations governing performance of the work. 9. Procedures for safety and first aid, security, quality control, housekeeping, and other related matters. 10. Name of Contractor's designated "Competent Person" per OSHA. 11. Scheduling of project meetings. 12. Project record documents. 13. Shop drawings. 3.04 Project Meetings: A. Attendance: 1. To the maximum extent practical, assign the same person or persons to represent the Contractor and major Subcontractors at project meetings throughout the project. Subcontractors, material suppliers, and others may be invited to attend those project meetings in which their aspects of the work are involved. B. Minimum Agenda: 1. Review, revise as necessary, and approve minutes of previous meeting. 2. Review progress of the work and construction schedule since last meeting, including status of submittals for approval. 3. Identify problems which impede planned progress. 4. Develop corrective measures and procedures to regain planned schedule. 5. Complete other current business. - END OF SECTION - Progress Meetings 01 31 19-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 01 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1.01 Description: A. Work Included: To assure adequate planning and execution of the work so the work is completed within the number of calendar days allowed in the contract, and to assist the Architect/Engineer in evaluating progress of the work, prepare and maintain the schedules and reports described in this Section. B. Definitions: 1. "Day" used throughout the contract, unless otherwise stated, means "calendar day." 1.02 Reliance upon Approved Schedule: A. Should any activity not be completed within fifteen days after the stated scheduled date, the Architect/Engineer shall have the right to order the Contractor to expedite completion of the activity by whatever means that he deems appropriate and necessary, without additional compensation to the Contractor. B. Should any activity be 30 or more days behind schedule, the Architect/Engineer, consulting with the Owner, shall have the right to perform the activity or have the activity performed by whatever method deemed appropriate. C. Costs incurred by the Architect/Engineer in connection with expediting construction activity under this article shall be reimbursed to the Architect/Engineer by the Contractor. D. It is expressly understood and agreed that failure by the Architect/Engineer to exercise the option to either order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered precedent -setting for any other activities. 1.03 Submittals: A. Comply with the provisions of Section 01 33 00, Submittal Procedures. B. Construction Schedule: Within fourteen days after receipt of notice to proceed, submit two prints of the construction schedule prepared in accordance with part 3 of this Section. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Construction Progress Schedule 01 32 16-1 C. Periodic Reports: 1. Contractor shall submit weekly progress reports itemizing daily activities for that period and identifying any problems encountered or anticipated to the Architect/Engineer. 2. Comply with the provisions of Section 01 32 26 Construction Progress Reporting. 1.04 Penalty: A. Liquidated Damages: 1. If the work is not completed in its entirety by the date stated in the contract, the Contractor will pay to the Owner liquidated damages in the amount of $500.00 (five hundred dollars) per calendar day or fraction thereof for additional time required to complete the project. 2. Any extensions of time which are authorized in writing by the Owner or his representative will duly extend the period of work with no penalty to the Contractor. PART 2 - PRODUCTS 2.01 Construction Analysis: A. Diagram: 1. Graphically show the order and interdependence of all activities necessary to complete the work and the sequence in which each activity is to be accomplished as planned by the Contractor and their project field superintendent in coordination with all Subcontractors whose work is shown on the diagram. Activities shown on the diagram shall include, but are not necessarily limited to: a. Project Mobilization b. Submittals and Approvals of Shop Drawings and Samples c. Procurement of Equipment and Materials d. Demolition/Roof Preparation e. Construction f. Sheet Metal g. Miscellaneous Work h. Final Clean-up i. Final Inspection B. The detail of information shall be such that duration times of activities shall normally range from one to thirty days. The selection and number of activities shall be subject to the Architect's/Engineer's approval. Construction Progress Schedule 01 32 16-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 PART 3 - EXECUTION 3.01 Construction Schedule: A. As soon as practical after receipt of notice to proceed, complete the construction analysis described in articles 2.1 above, in preliminary form. Meet with the Architect/Engineer, review contents of proposed construction schedule, and make all revisions agreed upon. Submit in accordance with paragraph 1.3 (B) above. 3.02 Periodic Reports: A. Construction Schedule Contents: 1. Show activities or portions of activities completed during the reporting period. 2. State the percentage of work actually completed and scheduled as of the report date, and the progress relative to days ahead of, or behind the allowable dates. 3. If work is behind schedule, provide a narrative report which shows, but is not necessarily limited to: a. A description of the problem areas, current and anticipated. b. Delaying factors and their impact. c. An explanation of corrective actions taken or proposed. 3.03 Revisions: A. Make only those revisions to construction schedule as are approved in advance by the Architect/Engineer. - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Construction Progress Schedule 01 32 16-3 Section 01 32 26 CONSTRUCTION PROGRESS REPORTING PART 1 - GENERAL 1.01 Description: A. To provide a continuous record of the progress of the work, each Contractor shall keep a daily progress report. B. Format of progress reports shall be approved by Architect/Engineer at the pre - construction meeting. 1.02 Quality Assurance: A. Progress reports are to be filled out on a daily basis by the Contractor's job site representative, who shall be in a supervisory position. B. Wherever possible, reports shall be completed by the same individual throughout the duration of the project. 1.03 The Architect/Engineer Shall Receive One (1) Copy of All Progress Reports on a Weekly Basis. PART 2 - NOT USED PART 3 - EXECUTION 3.01 Completion of Progress Report: A. Contractor shall complete one (1) form for each working day. B. Forms shall also be completed for the following days: 1. Work days canceled or shortened due to weather, material shortages, or labor conditions. 2. Holidays. 3.02 Forms Shall Be Legibly Filled out in Ink and All Pertinent Items Completed. - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Construction Progress Reporting 01 32 26-1 Section 0133 00 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.01 Description: A. Work included: 1. Make all submittals as required by the contract documents and revise and resubmit as necessary to establish compliance with the specified requirements. B. Related work described elsewhere: 1. Additional requirements for submittals not listed in this Section are described in pertinent other Sections of these specifications. 1.02 Quality Assurance: A. Coordination of Submittals: 1. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify each item of the submittal conforms in all respects with the requirements of the contract documents. By affixing the Contractor's signature to each submittal, you certify this coordination has been performed. 1.03 Submittals: A. Submittal Schedule: 1. Within fourteen days after award of contract and before any items are submitted for approval, submit to the Architect/Engineer four copies of the schedule described in Section 01 32 16 of this specification. B. Procedures: 1. Make submittals in strict accordance with the provisions of this Section. C. Contractor Safety Program: 1. Provide evidence of A Workplace Accident and Incident Reduction (AWAIR) program. 2. Name of person designated as "Competent Person" per Occupational Safety and Health Administration (OSHA). City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Submittal Procedures 01 33 00-1 PART 2 - PRODUCTS 2.01 Shop Drawings and Coordination Drawings: A. Scale and Measurements: 1. Make all shop drawings accurate to a scale sufficiently large to show all pertinent aspects of the item. B. Type of Prints Required: 1. Submit all shop drawings in the form of four (4) black line prints of each sheet to the Architect/Engineer. C. Review of Shop Drawings: 1. Distribution of reviewed shop drawings for the Contractors use will be by the Architect/Engineer. All review comments by the Architect/Engineer will be shown on the original submittal when it is returned to the Contractor. The Architect/Engineer shall make and distribute all copies required. 2.02 Manufacturer's Literature: A. General: 1. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review. B. Number of copies required: 1. Submit a minimum of four (4) copies, two (2) of which will be retained by the Architect/Engineer. 2.03 Samples: A. Accuracy of Samples: 1. Samples shall be of the precise article proposed to be furnished. B. Number of Samples Required: 1. Unless otherwise specified, submit two samples. 2.04 Colors: A. Unless the precise color is specifically described in the contract documents, and whenever a choice of color is available in a specified product, submit accurate color charts to the Architect/Engineer for review and selection. Submittal Procedures 01 33 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 2.05 Substitutions: A. Approval Required: 1. All products proposed for use, including those specified by required attributes and performance, shall require approval by the Architect/Engineer before being incorporated into the work. 2. Do not substitute materials, equipment, or methods unless such substitution has been specifically approved in writing for this work by the Architect/Engineer. B. "Or Equal": 1. Where the phrase "or equal" or "or equal as approved by the Architect/Engineer" occurs in the contract documents, do not assume materials, equipment, or methods will be approved as equal unless the item has been specifically approved for this work by the Architect/Engineer. 2. The decision of the Architect/Engineer shall be final. PART 3 - EXECUTION 3.01 Timing of Submittals: A. Make all submittals far enough in advance of scheduled dates for installation to provide all time required for reviews, securing necessary approvals, possible revisions and re -submittals, and placing orders and securing delivery. B. Submittal Review Time: 1. In scheduling, allow at least ten (10) calendar days for review by the Architect/Engineer following the Architect/Engineer's receipt of the submittal. C. Delays: 1. Delays caused by tardiness in receipt of submittals will not be an acceptable basis for extension of the contract completion date. D. Architect's/Engineer's Review: 1. Review by the Architect/Engineer shall not be construed as a complete check, but only that the general method of construction and detailing is satisfactory. Review shall not relieve the Contractor from responsibility for errors which may exist. E. Authority to Proceed: 1. The notations "reviewed, no exceptions noted" or "reviewed, exceptions noted" authorize the Contractor to proceed with fabrication, purchase, or both, of the items so noted, subject to the revisions, if any, required by the Architect's/Engineer's review comments. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Submittal Procedures 01 33 00-3 F. Revisions: 1. Make all revisions required by the Architect/Engineer. If the Contractor considers any required revision to be a change, he shall so notify the Architect/Engineer as provided for under "changes" in the general conditions. Show each drawing revision by number, date, and subject in a revision block on the drawing. Make only those revisions directed or approved by the Architect/Engineer. G. Revisions After Approval: 1. When a submittal has been reviewed by the Architect/Engineer, re- submittal for substitution of materials or equipment will not be considered unless accompanied by an acceptable explanation as to why the substitution is necessary. 3.02 Required Submittals: A. Documentation of job site safety: 1. Provide evidence of A Workplace Accident and Incident Reduction (AWAIR) program. 2. Documentation for person designated as "Competent Person" per Occupational Safety and Health Administration (OSHA). B. Submit shop drawings as detailed in 2.1 for the following: 1. Roof -Related Sheet Metal 2. Other Sheet Metal C. Manufacturer's Literature: 1. Submit product literature on roof membrane and all pertinent accessories supplied by manufacturer. 2. Submit product literature on insulation(s), indicating "R" value. 3. Submit product literature on all fasteners to be used on project. 4. Submit product literature on all caulking and sealants to be used on the project. 5. Submit MSDS sheets for hazardous materials. 6. Submit a copy of the completed Manufacturer's Pre -Installation Notice. D. Samples: 1. Submit two (2) samples of each type of metal to be used on project. - END OF SECTION - Submittal Procedures 01 33 00-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 01 35 23 SAFETY REQUIREMENTS PART 1 - GENERAL 1.01 Description: A. The following applies to the work of all Sections of the specifications. Additional requirements are specified in individual Sections. B. The roofing Contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable local, state and federal requirements that are safety related. The most stringent of these laws, ordinances, codes, rules, regulations and orders (or this Section) shall apply should a conflict arise. C. Failure of this Section to reference specific laws, ordinances, codes, rules, regulations or orders does not excuse Contractor or Contractor employees from following those regulations that may be applicable to the scope of work being performed by the Contractor. D. Safety shall be the responsibility of the roofing Contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility's occupants including staff, visitors, customers and the occurrence of the general public on or near the site. E. These safety requirements may be exceeded by the specific safety rules and procedures of individual facilities. F. Contractor shall not permit any unauthorized person to enter the work site, except in accordance with the safety and security requirements of Owner. G. Contractor agrees to indemnify and hold harmless Owner and Architect/Engineer from prohibiting any Contractor or Subcontractor's employees, agents, or invitees from entering onto the work site or project if, in the sole opinion of Owner, such employee, agent, or invitee fails to comply with the above mentioned safety and health laws, rules, and regulations. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Safety Requirements 01 35 23-1 1.02 Referenced Standards: A. The standard publications listed below and their supplements form a part of this Section: 1. U.S. Department of Labor - Occupational Safety and Health Administration (OSHA). 2. National Fire Protection Association (NFPA). 3. National Electrical Code (NEC) - Refer to NFPA 70. 4. American National Standards Institute, Inc. (ANSI). 5. The Material Handling Institute, Inc. (MHI) - Refer to Crane Operators Manual. 6. Environmental Protection Agency (EPA). 7. Applicable Fire Code. 8. Applicable Building Code. 9. Federal, State or Local Ordinances. B. Where a standard is referenced in this Section, the subject referenced (equipment, material, or work) shall be in compliance with the most recent edition of that standard. C. The referenced standards are minimum requirements. Where the requirements of this Section are in excess of, but not contrary to, the referenced standards, Contractor shall comply with the more stringent requirements. 1.03 Owner's Facility Safety Indoctrination: A. Contractor shall obtain from Owner any safety rules and regulations in effect at Owner's work site. Contractor shall be responsible for requiring all of Contractor's employees to receive and ensure comprehension of this information prior to beginning work. B. Contractor shall keep records showing to whom this information had been given. In the event there is a change in personnel or Contractor's work force, Contractor is responsible for providing any new employees with this information and maintaining all necessary records. 1.04 Permits: A. At some locations, the Owner may require specific permits consistent with Owners safety rules and regulations. 1.05 Fire Protection and Prevention: A. Contractor's personnel shall observe Owner's fire safety rules, regulations and evacuation procedures. Safety Requirements 01 35 23-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 B. Contractor shall be responsible for the development of a fire protection program to be followed throughout all phases of the work and shall provide for the firefighting equipment in accordance with OSHA regulations and the requirements appropriate to the type of work being performed. C. Spent bitumen mop heads shall be removed from the roof at the end of the day's work, allowed to cool and disposed of properly after cool. Other flammable materials such as rags and containers shall also be removed from the roof at the end of each day. 1.06 Equipment: A. Contractor shall comply with the manufacturer's specifications and limitations applicable to the operation of all equipment. 1.07 Contractor's Safety Training and Education: A. Contractor must provide a qualified Safety Supervisor who is responsible for maintaining work site safety during all phases of work. The Safety Supervisor shall conduct safety meetings with all personnel and monitor site safety continuously. B. Before work begins, Contractor shall submit to Owner through the Architect/Engineer, a hazardous material inventory for Contractor -supplied hazardous materials and corresponding MSDS's. 1. The hazardous material inventory, along with all update information shall be maintained and made available with copies of MSDS's on site at all times. C. Contractors are required to strictly enforce container labeling. Labels are to include the identity of the substance and the appropriate hazard warning on all containers. 1.08 Personal Attire and Protective Equipment: A. Contractor is responsible for providing, training and requiring employees to wear appropriate personal protective equipment for all operations where there is an exposure to hazardous conditions, where there is the need for using such equipment to reduce the hazards to employees, where required by the specifications or where required by local laws. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Safety Requirements 01 35 23-3 1.09 Personal Conduct: A. Horseplay, fighting, gambling, explosives, possession of firearms, drinking alcoholic beverages, use of regulated drugs, being under the influence of drugs or alcohol, theft, vandalism, sabotage and distribution of unauthorized literature shall be cause to bar those involved from the work site. 1.10 Safety Inspection and Housekeeping: A. At a minimum, Contractor shall check the work area daily at the beginning and at the end of each work shift to ensure safe working conditions are maintained and all safety procedures are followed. 1.11 Material Storage and Disposal: A. General: 1. Contractor shall be responsible for using safe methods of handling, storage and disposal of materials. 2. Contractor's personnel shall observe Owner's safety rules and regulations. B. Material Disposal: 1. Disposal of debris and waste materials shall comply with all applicable ordinances, regulations and laws of local, city, county, state and national government agencies. 2. The disposal method of debris, waste materials, and hazardous waste materials shall be selected by Contractor and comply with applicable laws. 3. Contractor shall prevent the discharge of lubricating oils, cleaning solvents and other materials onto the ground and/or into sewers. 1.12 Vertical and Horizontal Work Safety Access Control: A. Ladders: 1. The use and erection of ladders shall comply with OSHA regulations. B. Scaffolds, Lifts and Swing Stages: 1. The use and erection shall comply with OSHA regulations. C. Safety Harnesses: 1. The use of safety harnesses shall comply with OSHA regulations and safety harnesses shall be used on work sites as required. D. Openings in Floors, Walls and Stairwells: 1. The protection of unguarded openings in floors, walls and stairwells shall be in compliance with OSHA regulations. Safety Requirements 01 35 23-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 E. Stairways, Platforms, Runways, Walkways and Ramps: 1. The fabrication and use of temporary stairways, walkways and ramps shall be in compliance with OSHA and ANSI regulations. F. Excavations: 1. The fabrication and use of temporary shoring and means of access shall be in compliance with OSHA. 1.13 Miscellaneous Provisions: A. General: 1. Contractor is solely responsible for Contractor equipment and goods. Owner is not responsible for any losses by theft (or by any other nature) of Contractor's property. B. Illumination: 1. Contractor shall ensure that construction areas, aisles, stairs, ramps runways, corridors, offices, shops and storage areas where work is in progress shall be adequately lighted with either natural or artificial illumination. C. Hand and Power Tools: 1. All hand and power tools and similar equipment, whether furnished by Contractor or Contractor employees, shall be maintained in a safe operating condition. Damaged tools shall be immediately repaired or replaced. Tools shall be used only for the purpose for which they were designed. 2. Any tools that are designed to have guards must have those guards in place at all times. D. Temporary Electrical Protection: 1. Contractor shall provide either ground fault circuit interrupters or assured equipment grounding conductor program for all electrical connections which are not a part of the permanent wiring of the building. 1.14 Signs, Signals and Barricades: A. The fabrication and use of barricades, fencing and handrails shall be as shown on drawings and in compliance with Owner's safety rules and with OSHA and ANSI regulations. B. Contractor shall be responsible for posting, installing and maintaining signs, signals and barricades to detour the passage of persons or vehicles at all locations where potential hazards exist. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Safety Requirements 01 35 23-5 C. Contractor's employees shall obey all signs, signals and barricades which are posted to warn of potential or existing hazards. D. Contractor is responsible for maintaining all code required means of egress. PARTS 2 AND 3 - NOT USED - END OF SECTION - Safety Requirements 01 35 23-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 01 45 16 CONTRACTOR'S QUALITY CONTROL PART 1 - GENERAL 1.01 Project Manual: A. A copy of the Project Manual, Specifications and Detail Drawings (including all addenda and change orders) is required to be available on the project site at all times. 1.02 Material Quality: A. Materials incorporated into project shall be new, except as otherwise indicated in the contract documents, of specified quality, and furnished in sufficient quantity to facilitate proper and speedy execution of the work. B. Contractor shall furnish evidence of the quality of materials incorporated into project as required by the contract documents or at the request of Architect/Engineer. C. Materials not meeting requirements of the contract documents shall be removed from project and replaced with materials meeting contract document requirements by Contractor with no additional expense to Owner. 1.03 Asbestos: A. Refer to Section 01 11 00, Summary of Work, for hazardous materials identified on the site. B. The contract documents for this project have been prepared in accordance with generally accepted professional Architectural and Engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this project. Notify the Architect/Engineer immediately for instructions if - 1. Materials containing asbestos are brought to the site for inclusion in the work. 2. Asbestos materials are encountered in any existing structures upon which work is being performed. C. At Architect's/Engineer's direction and with Owner's approval, an independent testing laboratory will perform testing procedures on suspect materials. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Contractor's Quality Control 01 45 16-1 D. Contractor shall certify that based upon their best knowledge, information, inspection, and belief, no building materials containing asbestos were used in the construction of the project. Submit certification at completion of project on form provided at end of Section 01 77 00 Project Closeout. PART 2 AND 3 - NOT USED - END OF SECTION - Contractor's Quality Control 01 45 16-2 City of Lino Lakes Lino Lakes Fire Station #2 RSI Project #15-12120-02 Section 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.01 Description: A. Temporary facilities and controls required for the performance of this work include, but are not necessarily limited to: 1. Temporary utilities such as heat, water and electricity 2. Contractor's facilities 3. Sanitary facilities 4. Enclosures such as tarpaulins, barricades, and canopies B. Related work described in other Sections of these specifications: C. All equipment furnished by Contractors shall comply with all requirements of pertinent safety regulations. The ladders, planks, hoists, and similar items normally furnished by the individual trades in execution of their own portions of the work are part of this Section. 1.02 Quality Assurance: A. Conduct daily inspections to verify that temporary utility connections are secure and safe. 1.03 Product Handling: A. Use all means necessary to maintain temporary facilities and controls in proper and safe condition throughout the progress of the work. 1.04 Job Conditions: A. Make all required connections to existing utility systems with minimum disruption to services in the existing utility systems. 1. When disruption of the existing service is required, do not proceed without the Owner's approval and, when required, provide alternate temporary service. B. If required utility is not available from Owner, Contractor shall provide alternate temporary service for the duration of the work. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Temporary Facilities and Controls 01 50 00-1 PART 2 - PRODUCTS 2.01 Utilities: A. General: All temporary facilities shall be subject to the Owner's approval. 1. Electricity: a. The Owner may furnish electricity at the site. Special electrical requirements must be reviewed and approved by the Owner. b. Contractor's access to electricity is to be from supply designated by Owner. c. Furnish and install necessary temporary wiring, and upon completion of the work, remove all such temporary facilities. 2. Water: a. Owner will furnish water needed for construction at no cost to Contractor. b. Contractor to provide all hoses, etc. c. Contractor to provide drinking water. 2.02 Contractor's Facilities: A. Provide temporary sanitary facilities in the quantity required for use of all personnel. Maintain in a sanitary condition at all times. 2.03 Enclosures: A. Furnish, install, and maintain for the duration of construction, all required scaffolds, tarpaulins, barricades, canopies, warning signs, steps, bridges, platforms, and other temporary construction necessary for proper completion of the work in compliance with all safety and other regulations. 2.04 Project Signs: A. Allow no signs or advertising of any kind on the job site. PART 3 - EXECUTION 3.01 Maintenance and Removal: A. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. B. Remove all such temporary facilities and controls as rapidly as progress of the work will permit, or as directed by the Architect/Engineer. - END OF SECTION - Temporary Facilities and Controls 01 50 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 01 74 00 CLEANING AND WASTE MANAGEMENT PART 1 - GENERAL 1.01 Description: A. Work Included: Throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this Section. B. In addition to standards described in this Section, comply with all requirements for tear -off, hazardous materials disposal and cleaning up as described in various other Sections of these specifications. 1.02 Quality Assurance: A. Conduct daily inspections to verify that requirements of cleanliness are being met. 1.03 Related Work: A. Section 01 11 00, Part 3, Hazardous Materials PART 2 - PRODUCTS 2.01 Cleaning Materials and Equipment: A. Provide all required personnel, equipment, and materials needed to maintain the specified standard of cleanliness. 2.02 Compatibility: A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned as recommended by the manufacturer of the material. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Cleaning and Waste Management 01 74 00-1 PART 3 - EXECUTION 3.01 Progress Cleaning: A. General: 1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials. 2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this work. 3. At least twice each week and more often if directed by the Architect/Engineer, completely remove all scrap, debris, and waste material from the job site. 4. Provide storage for all items awaiting removal from the job site, observing all requirements for fire protection and protection of the surrounding site. 5. Storage containers shall be as approved by the Architect/Engineer. B. Site: 1. Daily, and more often if necessitated by job conditions, inspect the site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage. 2. Weekly, and more often if necessitated by job conditions, inspect all arrangements of materials stored on the site, restack, tidy, or otherwise service all arrangements to meet the requirements of subparagraph 3.1 (A) above. 3. Maintain the site in a neat and orderly condition at all times. 3.02 Final Cleaning: A. Definition: 1. Except as otherwise specifically provided, "clean" (for the purpose of this article) shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. General: 1. Prior to completion of the work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. C. Site: 1. Unless otherwise specifically directed by the Architect/Engineer, clean all adjacent areas on the site. Completely remove all resultant debris. Restore the building and grounds to the original condition. Cleaning and Waste Management 01 74 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 D. Structures: 1. Visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. 2. The Architect/Engineer may require light sandblasting or other cleaning at no additional cost to the Owner. 3. If light sandblasting or other cleaning is required, take every precaution to prevent damage to all adjacent materials, property, and vegetation. - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Cleaning and Waste Management 01 74 00-3 Section 01 77 00 PROJECT CLOSEOUT PART 1 - GENERAL 1.01 Description: A. To provide a specific format for substantial and final inspection. B. Related Requirements Specified Elsewhere: 1. Completion: Waiver of Claims, General Conditions 2. Cleaning and Waste Management: Section 01 74 00 3. Project Record Documents: Section 01 78 00 4. Warranties: Section 01 78 36 5. Closeout Submittals Required for Trades: Respective Sections of Specifications 6. Substantial Completion: Conditions of the Contract 1.02 Quality Assurance: A. All documents submitted shall be signed by a person authorized to sign contracts on behalf of the Contractor. B. All document formats shall be as approved by the Architect/Engineer. 1.03 Submittals: A. Refer to paragraph 3.4 below for closeout submittals. PART 2 - NOT USED PART 3 - EXECUTION 3.01 Substantial Completion: A. Contractor Shall: 1. Submit notification to the Owner via the Architect/Engineer when the project, or designated portion of project, is substantially complete. 2. Submit list of items to be completed or corrected. B. Owner and Architect/Engineer will make an inspection within ten (10) days after receipt of certification. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Project Closeout 01 77 00-1 C. Should Owner and Architect/Engineer consider that work is substantially complete: 1. Contractor shall prepare and submit to Owner, via the Architect/Engineer, a list of all items to be completed or corrected as determined by the audit. 2. Architect/Engineer will prepare and issue a letter to all parties of substantial completion containing: a. Contractor's list of items to be completed, verified, and amended by Owner and Architect/Engineer. b. The time within which Contractor shall complete or correct work of listed items. c. Time and date Owner will assume possession of work or designated portion thereof. d. Signatures of: (1) Owner (2) Architect/Engineer (3) Contractor D. Contractor shall then complete work listed for completion or correction within the designated time. E. Should Owner and Architect/Engineer consider that work is not substantially complete: 1. The Architect/Engineer shall immediately notify Contractor in writing stating reasons. 2. Contractor shall then complete work and send second written notice to Owner, via the Architect/Engineer, certifying that the project, or designated portion of the project, is substantially complete. 3. Owner and Architect/Engineer will reinspect work within ten (10) calendar days after receipt of notification. 3.02 Final Inspection: A. Contractor shall submit written notification to Owner, via the Architect/Engineer that: 1. Contract documents have been reviewed. 2. Project has been inspected for compliance with contract documents. 3. Work has been completed in accordance with contract documents. 4. Project is completed and ready for final inspection. B. Contractor shall indicate, with notice of completion to manufacturer, that a warranty is required for this project and is to be sent to the Contractor. Contractor is to be responsible to Owner for warranty. C. Owner, Architect/Engineer, and Contractor will make final inspection within ten (10) calendar days after receipt of notification. Project Closeout 01 77 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 D. Should Owner and Architect/Engineer consider that the work is finally complete in accordance with the requirements of the contract documents, Architect/Engineer shall request Contractor to make project closeout submittals. E. Should Owner and Architect/Engineer consider that work is not finally complete: 1. Architect/Engineer shall notify Contractor, in writing, stating reasons. 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send second written notice to Owner via Architect/Engineer certifying that work is complete. 3. Owner and Architect/Engineer will reinspect work within ten (10) calendar days after receipt of notification. 3.03 Reinspection Costs: A. Should Owner and Architect/Engineer be required to perform second inspections because of failure of work to comply with original notification of Contractor, Contractor will compensate Owner and Architect/Engineer for additional services. 3.04 Closeout Submittals: A. Construction Material Asbestos Statement: A copy of the certification form is attached. B. Project Record Documents: as Required by Section 01 78 00. C. Warranties: As Required by Section 01 78 36. D. Evidence of payment and release of liens and/or Contractor's affidavit of payment of debts and claims: AIA G706. E. All submittals shall be duly executed before delivery to Owner via the Architect/Engineer. F. Final adjustment of accounts. G. Submit final pay application to Owner via the Architect/Engineer. H. Statement shall reflect all adjustments, including: 1. Original Contract Sum 2. Additions and deductions resulting from (if applicable): a. Previous Change Orders b. Cash Allowances c. Unit Prices d. Other Adjustments e. Deductions for Uncorrected Work f. Deductions for Reinspection Payments 3. Total contract sum as adjusted. 4. Previous payments. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Project Closeout 01 77 00-3 5. Sum remaining due. I. Architect/Engineer will prepare final change order, reflecting approved adjustments to contract sum not previously made by previous change orders. 3.05 Final Application for Payment: A. Contractor shall submit final application in accordance with conditions of the contract. B. Final certificate for payment. C. Architect/Engineer will issue final certificate in accordance with provisions of general conditions. D. Final payment will not be made until all close-out submittals are received and approved and all work is completed, including all deficiencies noted in inspection reports. 3.06 Construction Materials Asbestos Statement: A. Sample form follows. Project Closeout 01 77 00-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 CONSTRUCTION MATERIAL ASBESTOS STATEMENT PROJECT: Lino Lakes Fire Station #1 7741 Lake Street Lino Lakes, MN 55014 OWNER: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55104 COMPLETION DATE: As ARCHITECT/ENGINEER; based on my best knowledge, information and belief; I certify that on the above referenced project, no asbestos containing building materials were specified in the construction documents or given approval in shop drawings or submittals. Roof Spec, Inc. Company Name Date Architect/Engineer: (Print Name) As CONTRACTOR in charge of construction; based on my best knowledge, information, inspection, and belief; I certify that on the above -referenced project, no asbestos containing building materials were used in the construction. Company Name Date Contractor By: (Print Name) - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Asbestos Statement Project Closeout 01 77 00-5 Section 01 78 00 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 Description: A. Throughout the work of this contract, maintain an accurate record of the following: 1. Contract Documents (Project Manual with Detail Drawings) 2. Addenda 3. Change Orders and Other Modifications to the Contract 4. Field Orders and Instructions 5. Construction Schedule 6. Product Samples 7. Shop Drawings 8. Progress Reports 1.02 Quality Assurance: A. Delegate the responsibility for maintenance of record documents to one person on the Contractor's staff as approved in advance by the Architect/Engineer. B. Make all entries within 24 hours after receipt of information. 1.03 Submittals: A. Prior to submitting each request for progress payment, secure the Architect/Engineer's approval of the record documents as currently maintained. B. Prior to submitting request for final payment, submit the final record documents to the Architect/Engineer and secure his approval. 1.04 Product Handling: A. Use all means necessary to maintain the job set of record documents completely protected from deterioration and from loss and damage until completion of the work and transfer of the recorded data to the final record documents. PART 2 - PRODUCTS 2.01 Record Documents at Pre -construction Meeting: A. Secure from the Architect/Engineer, at no charge to the Contractor, one complete set of all documents comprising the contract. City of Lino Lakes Project Record Documents Lino Lakes Fire Station #1 01 78 00-1 RSI Project #15-12120-02 PART 3 - EXECUTION 3.01 Maintenance of Record Documents: A. Upon receipt of record documents described in 2.1 above, identify each of the documents with the title "project record documents." B. Maintain the record documents at the job site. Documents to be available to the Architect/Engineer during all working hours. 3.02 Review and Approval: A. Submit the completed total set of record documents to the Architect/Engineer as described above. Participate in review meeting or meetings as required by the Architect/Engineer. Make all required changes in the documents and promptly deliver the final project record documents to the Architect/Engineer. - END OF SECTION - Project Record Documents 01 78 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 01 78 36 WARRANTIES PART 1 - GENERAL 1.01 Description: A. To provide the specified Contractor's and Material Manufacturer's Warranty at the completion of the project. 1.02 Submittals: A. Upon completion of work and prior to final payment, the following items are to be submitted to the Architect/Engineer as part of this Section. 1. Copies of all manufacturer's punch lists and documentation of completion. 2. Copies of all Architect/Engineer's punch lists and documentation of completion. 3. Manufacturer's report that roof has been inspected and is suitable for warranty. 4. Contractor's two (2) year, labor -and -material warranty on all re -roofing activities to Owner. 5. Manufacturer's labor -and -material warranty to Owner. a. EPDM, twenty (20) year labor and material warranty. b. Standing seam sheet metal, manufacturer's twenty (20) year warranty on finish. 6. Manufacturer's labor -and -material warranty shall have no penal sum and no dollar limit. PART 2 - NOT USED PART 3 - EXECUTION 3.1 Submit all items in paragraph 1.1 above as part of project manual, Section 01 78 00. 3.2 Submit Contractor's warranty on following form. City of Lino Lakes Warranties Lino Lakes Fire Station #1 01 78 36-1 RSI Project #15-12120-02 - THIS PAGE NOT USED - Warranties City of Lino Lakes 01 78 36-2 Lino Lakes Fire Station #1 RSI Project #15-12120-02 CONTRACTOR'S TWO YEAR LABOR AND MATERIAL WARRANTY Owner: Address: Project Name: Project Address: Project Number: Roof Section(s) Identification: Roof System Description: Roof Area Date of final acceptance: Contractor: Address: Telephone number: ( ) System Description This warranty stipulates that the above Contractor will, for a period of two (2) years from the above date of final acceptance, maintain the roof membrane and flashing systems (includes sheet metal) in a watertight condition. The Contractor further warrants that he will repair all defects (i.e., ridges, blisters, voids, etc., which may or may not be allowing for infiltration) which result from faulty workmanship or defective materials at no additional cost to the Owner. In addition, all repairs are to be performed inclusive of replacement of any wet or damaged insulation or adjacent materials resulting directly from defective workmanship or materials. City of Lino Lakes Warranties Lino Lakes Fire Station #1 01 78 36-3 RSI Project #15-12120-02 Excluded from this warranty is any and all damage to the subject roof area(s), the building(s) and its contents resulting from acts or omissions of the Owner. In addition, damage resulting from: fire, lightning, windstorms exceeding 72 miles per hour, hail storms, or other unusual phenomenon of the elements; movement or failure of the supporting building structure that causes membrane or flashing failure; or vapor condensation beneath the roof. Excluded from this warranty are any damages to the building(s) or its contents. Prior to expiration of the above warranty period, the above named roofing Contractor shall inspect the roof areas in the presence of the Owner's representative. Any items noted within this review not considered to be normal will be corrected by the Contractor at no additional cost to the Owner. Signed by: (Signature of company officer) (Title) (Date) - END OF SECTION - Warranties City of Lino Lakes 01 78 36-4 Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 02 41 19 ROOF DEMOLITION PART 1 - GENERAL 1.01 Description: A. Provide all labor, material, equipment, and tools to prepare the existing roofing system for re -roofing as specified in this Section. B. Provide for the proper disposal of all materials to be removed as identified in the specifications or on the drawings. 1.02 Scheduling: A. Coordinate the roof preparation work with the new roofing work in such a manner as to keep the new insulation and roofing materials, building, and building interior absolutely dry and watertight. B. Coordinate all work with the Owner and Architect/Engineer to minimize any disruptions of the Owner's operations. 1.03 Disposal: A. All debris shall be stored in containers approved by the Architect/Engineer. B. Keep Owner's property clean of any construction debris. PART 2 - NOT USED PART 3 - EXECUTION 3.01 Protection of Surfaces: A. Contractor shall take all precautions during roof preparation to protect the building and adjacent surfaces from being soiled or damaged. Exercise special care at openings through roof and at roof edges. B. Contractor shall protect existing roofing that is not scheduled to be removed with minimum 3/4 inch thick plywood protection board. Any damage to existing roof shall be repaired by Contractor. C. Keep roof surface clean of any debris or materials that might prevent proper drainage. City of Lino Lakes Roof Demolition Lino Lakes Fire Station #1 02 41 19-1 RSI Project #15-12120-02 D. Keep roof drains and overflow drains in operating condition at the end of each working day. 3.02 Removal of Existing Roofing Materials: A. Prior to demolition, inform facility personnel and Architect/Engineer of area and location of work. B. Suitably tarp and protect all interior equipment and products from dust and debris which may filter into interior, if necessary. C. Remove and dispose of all loose gravel. D. Tear off the existing roofing down to the existing roof deck as noted on drawings. E. Tear off all existing base flashings. F. Tear off all existing projection flashings. G. Broom or vacuum surface of existing deck to remove as thoroughly as possible, all dust and debris. 3.03 Disposal: A. Properly dispose of all debris on a daily basis. B. Do not store debris on roof. Contractor shall take care not to overload roof deck. 3.04 Clean -Up: A. Prior to the completion of the work, remove from the job site all tools, equipment, debris and waste. B. Contractor shall restore to original condition any damage caused during work performed in this Section. C. Conduct final cleaning as per Section 01 74 00 Cleaning and Waste Management. - END OF SECTION - Roof Demolition City of Lino Lakes 02 41 19-2 Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 05 01 30 METAL DECK REPAIR/REPLACEMENT PART 1 - GENERAL 1.01 Description: A. Work includes, but is not necessarily limited to: Remove all severely deteriorated decking and replace with new deck to match existing or approved equal. 1.02 Quality Assurance: A. Qualifications of workers: Provide sufficient workers and supervisors who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of construction involved and the materials and techniques specified. B. Rejections: In the acceptance or rejection of the work, the Architect/Engineer will make no allowance for lack of skill on the part of workers. 1.03 Product Handling: A. Delivery and storage: Deliver materials to the job site in original, unopened containers no sooner than five (5) calendar days prior to start of job. Materials to be stored up, off of the roof deck or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Only those materials necessary to accomplish two days' work are to be stored on the roof. 1. Contractor is responsible for all materials delivered to job site until completion of project. 2. When storing materials on the roof, do not over -stress deck. B. Protection: Use all means necessary to protect the materials of this Section before, during, and after installation and to protect the work and materials of all other trades. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Architect/Engineer and at no additional cost to the Owner. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Metal Deck Repair/Replacement 05 01 30-1 PART 2 - PRODUCTS 2.01 Metal Deck: A. Steel roof deck shall be primed, painted metal decking. Deck shall conform to ASTM:A611 Grade C, or equal, having a minimum yield strength of 33,000 psi to match existing. B. Steel roof deck shall be as manufactured by U.S. Steel, Vulcraft, Wheeling, or approved equal. PART 3 - EXECUTION 3.01 Installation: A. Metal Deck 1. Steel roof deck shall be anchored to the structural members directly through bottom of the rib by using self -drilling screws. 2. Fasteners shall be a maximum 12" o. c. at ends and intermediate supports of each deck sheet. 3. For spans greater than 5 feet, side laps shall be fastened together not exceeding 3 feet center to center between supports. 4. Ensure that fasteners do not penetrate conduit or miscellaneous piping located at bottom of the decking. 5. Place deck in straight alignment for entire length of run with adjoining deck units. 6. Place deck units flat and square, secured to adjacent framing without warp or excessive deflection. 7. Cut and neatly fit deck around rooftop projections. 3.02 Verification: A. Upon completion of the installation in each area, visually inspect and verify that all components are complete and properly installed. Verify that fasteners are properly located and securely anchored. - END OF SECTION - Metal Deck Repair/Replacement 05 01 30-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 06 10 53 ROUGH CARPENTRY PART I - GENERAL 1.01 Description: A. Work included: Install all wood nailers and plywood as indicated on the drawings. 1.02 Quality Assurance: A. Qualifications of workers: Provide sufficient workers and supervisors who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of construction involved and the materials and techniques specified. B. Rejections: In the acceptance or rejection of rough carpentry, the Architect/Engineer will make no allowance for lack of skill on the part of workers. 1.03 Related Work: A. Section 07 22 16 Roof Board Insulation 1.04 Product Handling: A. Delivery and Storage: 1. Coordinate storage of materials with Owner and Architect/Engineer. 2. Store all materials in an approved manner, up off the roof deck or ground, and protected from exposure to the elements B. Protection: 1. Use all necessary means to protect the materials in this section before, during, and after installation, and to protect the work and materials of all other trades. C. Replacement: 1. In the event of damage, immediately make all necessary repairs and replacements to the approval of and at no additional cost to the Owner. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Rough Carpentry 06 10 53-1 PART 2 - PRODUCTS 2.01 Nailers and Framing: A. Nailers and framing are to be non -preservative treated and have less than 19% moisture content at the time of installation and when roofing is installed. B. Approved Materials: 1. Douglas Fir 2. Eastern Pine 3. No. 2 Western Hemlock 4. No. 3 Southern Pine 5. Spruce -Pine -Fir C. Size to be as necessary to match height of new materials. 2.02 Plywood: A. 3/4" CDX exposure 1 or better, APA rated sheathing, non -preservative treated. 2.03 Fasteners: A. Furnish all fasteners and/or anchoring devices for the entire project, which shall include such items as nails, screws, bolts, anchors and similar items. 1. All bolts shall have standard threads and be complete with washers and nuts. 2. Exterior exposed nails and screws shall be hot -dipped galvanized. B. Anchoring devices shall be of the proper type and size for intended use and shall be of adequate design to achieve substantial and positive anchorage unless otherwise indicated. 1. Bottom nailer and blocking anchored to masonry or concrete: a. Fasteners shall be 3/8" in diameter minimum, with corrosion - resistant coating. b. Fasteners shall be counter -sunk heads. c. Fasteners shall be installed as recommended by the manufacturer 2. Wood assemblies, such as wood cants, top nailers and other built-up wood members, shall be anchored with common nails or wood screws having at least 1-'/2" anchoring penetration, spaced in 2 staggered rows at 12" on center for each row. All other nailing shall be at Contractor's discretion for a rigid and secure installation. 3. Plywood shall be anchored to concrete or masonry with threaded masonry screw fasteners or expansion anchors. a. Fasteners shall be 1/4" in diameter minimum, with corrosion - resistant coating. b. Fasteners shall have counter -sunk heads. c. Fasteners shall be installed as recommended by the manufacturer. Rough Carpentry 06 10 53-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 d. Approved products: (1) Tapcon® by ITW Buildex (2) Zamac Nailin® by Powers Fastners Inc. (3) Approved alternate 4. Plywood shall be anchored to steel with self -tapping, case-hardened screws. a. Screws shall have a flat, counter -sunk head. PART 3 - EXECUTION 3.01 Nailers: A. Nailers are to be installed to match the height of the new insulation. B. All lumber is to be installed with joints true and tight. C. Bent or twisted fasteners are to be removed and replaced. D. Nailers shall be anchored to meet FM 1-49 requirements. E. Fasteners are to be spaced a maximum of 24" on center for nailers with a minimum thickness of 2" nominal, and 12" on center for all nailers less than 2" nominal thickness. F. Anchoring devices shall consist of the following: 1. Masonry and/or concrete surfaces shall have wood nailers anchored direct spaced not greater than 36" on center. Note: Embed bolts minimum 8" into new masonry, with block cores filled with concrete and new concrete surfaces. 2. Structural steel flanges shall have wood nailers anchored direct with minimum 3/8" diameter bolts, spaced not greater than 36" on center. Wood structural support members shall be anchored with 3/8" diameter bolts at point of each bearing. Steel deck (light gauge) surfaces shall have wood nailers anchored direct with 2 rows of 1/4" diameter metal lag-type and/or pan -head No. 12 screws spaced not greater than 12" on center for each row (staggered). 3.02 Plywood: A. Vertical surfaces on perimeters, walls and curbs. 1. Unless otherwise noted, secure plywood with two rows of fasteners 16" on center, staggered. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Rough Carpentry 06 10 53-3 3.03 Clean -Up: A. Premises are to be kept in a neat and orderly condition. B. After installation of all rough carpentry, Contractor is to remove all construction debris and equipment from job site. - END OF SECTION - Rough Carpentry 06 10 53-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 07 22 16 ROOF BOARD INSULATION PART 1— GENERAL 1.01 Description: A. Work included: 1. Provide and install all roof and deck insulation and insulation fasteners as shown on the roof plan and detail drawings. 1.02 Quality Assurance: A. Standards: Comply with standards specified in this section and as listed in the general requirements. B. Qualifications of manufacturer: Products used in the work included in this section shall be produced by manufacturers regularly engaged in the manufacture of similar items and with a history of successful production acceptable to the Architect/Engineer. C. Qualifications of Contractor: The Contractor and contract personnel shall be currently approved by the manufacturer of the approved products as qualified to install the materials of this section. D. Qualifications of Installers: Use an adequate number of skilled installers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. 1.03 Related Work: A. Section 07 53 23 Fully Adhered EPDM Roofing 1.04 References: A. Materials used in this section shall be listed in the latest editions of the following: 1. Factory Mutual Approval Guide. 2. Underwriters Laboratories, Inc. - building materials directory. 3. The NRCA Roofing and Waterproofing Manual, 5th Edition — National Roofing Contractors Association B. Roof insulation must meet the requirements of FM 4450 or UL 1256. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Roof Board Insulation 07 22 16-1 1.05 Submittals: A. General: Comply with the provisions of Section 01 33 00 Submittal Procedures and 01 32 16 Construction Progress Schedules. B. Product Data: Within ten (10) calendar days after award of contract, submit: 1. Complete material list of all items proposed to be furnished and installed under this section. 2. Manufacturer's specifications and other data required to demonstrate compliance with specified requirements. 3. Manufacturer's recommended methods of installation. 4. When approved by the Architect/Engineer, the manufacturer's recommended methods of installation (unless superseded by the specifications) will become the basis for accepting or rejecting the actual installation. 1.06 Product Handling: A. Delivery and storage: Deliver materials to the job site in original, unopened containers no sooner than five (5) calendar days prior to start of job. Materials to be stored up, off of the roof deck or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Only those materials necessary to accomplish two days' work are to be stored on the roof. 1. Contractor is responsible for all materials delivered to job site until completion of project. 2. When storing materials on the roof, do not over -stress deck. B. Protection: Use all means necessary to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Architect/Engineer and at no additional cost to the Owner. 1.07 Product Handling: A. Work is to be performed on a daily basis, with each section completed before progressing to the next days work. B. Completion of work shall be defined as the installation of all specified substrate preparation, vapor retarder (if required), insulation and membrane completely sealed at perimeters, curbs and penetrations. Roof Board Insulation 07 22 16-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 1.08 "R" Vales: A. The project shall have a minimum R -value of 30 in climate Zone 6 and 35 in climate Zone 7. B. Lower Roof Areas Only: Building Code C402.2.1.2, Insulation requirements for roof replacement using the Exception. PART 2 - PRODUCTS 2.01 General: A. Minimum product requirements have been listed. All of these components must be used and bid. 2.02 Insulation Materials: A. Insulation to be of the type and minimum thickness as listed here or as shown on the detail drawings. B. Isocyanurate insulation (base and tapered layers) 1. Insulation is to be isocyanurate with glass membrane facer and conform to ASTM:C1289 Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board, Type II, Class I, Grade 2. 2. Thickness as shown on detail drawings. 3. Approved Products: a. ENERGY® 3 by Johns Manville b. SecurShield by Carlisle Syntec c. EnergyGuard by GAF d. Approved Equal 4. Maximum board size: a. Adhered: 4' x 4' b. Mechanically Fastened: 4' x 8' C. Glass Faced Gypsum Sheathing 1. A sheathing board manufactured for use in roofing consisting of glass mat facings bonded to a moisture resistant treated gypsum core. 2. The board shall be pre -primed on one side to increase bond to roofing materials. 3. Thickness as shown on drawings. 4. Approved Products: a. DensDeck Prime by Georgia Pacific. b. Approved Equal City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Roof Board Insulation 07 22 16-3 2.03 Related Materials: A. Drippage/Separator Sheet 1. Red rosin sized, unsaturated paper 6 lbs./100 sq. ft. federal specifications UU-B-790, Type I Style lb. B. Means of Attachment 1. Screw -and -Plate a. Corrosion -resistant, self -tapping, self -drilling screw with low profile head. Fasteners to be carbon steel with corrosion resistant coating. Fastener shall show no more than 10% red rust corrosion after 30 cycles or Kesternich testing. b. Corrosion -resistant, factory -made plate. c. Screw -and -plate type fastener to be Factory Mutual approved. d. Approved Products: 1) UltraFast by Johns Manville 2) Roof Grip by ITW Buildex 3) Insulation Fastener by OMG 4) Dekfast by SFS Intec e. Fasteners to be of sufficient length to penetrate top flange of deck by 3/4". 2. Polyurethane Foam Adhesive a. A two part polyurethane foam manufactured for attachment of roof insulation boards. b. Approved Products: 1) Millennium by Millennium Adhesive Products 2) Oly Bond by OMG 3) Approved Equal PART 3 - EXECUTION 3.01 General: A. The latest manufacturer specifications and installation techniques are to be followed. 3.02 Inspection: A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.03 Surface Conditions: A. Surfaces scheduled to receive insulation are to be free of any standing water, dew, or loose debris. Roof Board Insulation 07 22 16-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 B. Substrate is to be smooth, free of sharp projections, and free of obvious depressions. C. All nailers shall be securely installed prior to insulation. 3.04 Job Conditions: A. Protection: 1. Existing work shall be properly protected from damage or soiling during the process of removal of existing roofing and installation of new roofing material. Exercise special care at openings through roof and at roof edges. Spill no roofing materials on building surfaces. Any finished work damaged in the execution of work of this section, including lawns/shrubbery, shall be replaced or restored to the original condition by this Contractor. 2. Contractor shall protect existing roofing that is not scheduled to be removed with minimum 3/4 inch thick plywood protection board. Any damage to existing roof shall be repaired by Contractor. B. Workmanship: 1. Roofing work shall be accomplished to fulfill the requirements of the drawings and specifications. Any specific directions furnished by the manufacturer regarding the application of their materials shall be strictly followed. 2. After starting work, Contractor is responsible for complete moisture integrity of the roofing and flashing membrane. Therefore, this Contractor shall: a. Not apply insulation or membrane under any conditions not suitable. b. Exercise care to ensure adequate quantities of materials are used. c. Maintain competent supervisor at the work site, with authority to discard unsuitable materials or remove unsatisfactory workers. d. Observe all precautions involving the storage and handling of roofing materials. 3.05 Steel Deck Construction: A. A red rosin paper drippage sheet is to be installed loose directly over metal deck with a 2" edge lap and a 6" end lap. B. Rigid insulation to be loosely laid with all joints staggered and tightly butted. Insulation board to be cut to fit tightly around projections. C. Fasten insulation board with screw -and -plate type fasteners, minimum spacing to be one fastener every two square feet. If manufacturer's fastening requirements City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Roof Board Insulation 07 22 16-5 exceed those of this section, then manufacturer's recommendations are to be followed. D. Ensure that fasteners do not penetrate conduit or miscellaneous piping located at bottom of the decking. E. Insulation board attachment shall meet Factory Mutual research wind storm resistance classification 1-60. 3.06 Polyurethane Adhesive Attachment: A. Rigid insulation to be laid with all joints tightly butted. Insulation to be cut to fit tightly around projections. B. To substrate, apply fluid mixture in minimum 1" wide wet beads spaced maximum of 12" on center. If manufacturer's requirements exceed those of this section, then manufacturer's recommendations are to be followed. C. Insulation boards are to be "stepped in/weighted" as per manufacturer's recommendations to ensure complete adhesion. D. Any gaps larger than 1/4" are to be filled with similar materials. E. Adhesive size and spacing shall be as recommended by system manufacturer to meet FM 1-60 uplift requirements. 3.07 Verification: A. Upon completion of the installation in each area, visually inspect and verify that all components are complete and properly installed. Verify that fasteners are properly located and securely anchored. 3.08 Clean Up: A. The Contractor shall clear the construction areas and shall provide for the removal from the building site of all his construction debris. B. All debris shall be removed from the premises promptly and the construction area left clean daily. Keep all drains clear of debris and in proper order at the end of each working day. C. At the completion of the contract, the Contractor is to remove all excess materials and equipment related to his contract. - END OF SECTION - Roof Board Insulation 07 22 16-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Section 07 53 23 FULLY ADHERED EPDM ROOFING PART 1 - GENERAL 1.01 Description: A. Furnish and install a weather and watertight fully adhered EPDM roof complete, in place, as shown on the drawings and specified herein, for a complete and proper installation including, but not necessarily limited to: 1. The complete removal of existing membrane including base flashing, metal flashings, counterflashings and all other items necessary for a complete waterproof installation. 2. Contractor shall take all necessary precautions to protect Owner's property from damage caused by weather conditions, excessive loading of the existing structural system or careless workmanship. 3. Metal cap flashings, counterflashings, and miscellaneous sheet metal work incorporated into the work shall be installed and made watertight as a part of the work of this section. 4. Installation of wood nailers, wood edge strips and plywood backers in accordance with manufacturer's specifications and/or as shown on drawings. Contractor shall coordinate the installation of all carpentry work required for the membrane system herein specified. 1.02 Quality Assurance: A. Standards: Comply with standards specified in this section and as listed in the general requirements. B. Qualifications of manufacturer: Products used in the work included in this section shall be produced by manufacturers regularly engaged in the manufacture of similar items and with a history of successful production acceptable to the Architect/Engineer. C. Qualifications of Contractor: The Contractor and contract personnel shall be currently approved by the manufacturer as qualified to install the materials of this section. D. Qualifications of Installers: Use an adequate number of skilled installers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the requirements and the methods needed for proper performance of the work in this section. E. Roofing Inspections: Make all required notifications and secure all required inspections by the manufacturer of the approved materials to facilitate issuance of the specified roof warranty. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Fully Adhered EPDM Roofing 07 53 23-1 1.03 Related Work: A. Section 07 22 16 Roof Board Insulation 1.04 References: A. Materials used in this section shall be listed in the latest editions of the following: 1. Factory Mutual Approval Guide. 2. Underwriters Laboratories, Inc. - building materials directory. 3. The NRCA Roofing and Waterproofing Manual, 5t' Edition — National Roofing Contractors Association 4. The Wind Design Guide for Fully Adhered Single Ply Roof Systems by SPRI (Single Ply Roofing Institute). 1.05 Submittals: A. General: Comply with the provisions of Section 01 33 00 Submittal Procedures and 01 32 16 Construction Progress Schedules. B. Product Data: Within ten (10) calendar days after award of contract, submit: 1. Complete material list of all items proposed to be furnished and installed under this section. 2. Manufacturer's specifications and other data required to demonstrate compliance with specified requirements. 3. Manufacturers recommended methods of installation. 4. When approved by the Architect/Engineer, the manufacturer's recommended methods of installation (unless superseded by the specifications) will become the basis for accepting or rejecting the actual installation. 1.06 Product Handling: A. Delivery and Storage: 1. Coordinate storage of materials with Owner and Architect/Engineer. 2. Deliver all packaged materials to the job site in their original unopened containers with all labels intact and legible. 3. Store all materials in an approved manner, up off of the roof deck or ground, and protected from exposure to the elements. 4. Store all rolls of felts, cartons and drums of cements, primers and coating on end. B. Protection: 1. Use all necessary means to protect the materials in this section before, during, and after installation, and to protect the work and materials of all other trades. C. Replacements: 1. In the event of damage, immediately make all repairs and replacements Fully Adhered EPDM Roofing 07 53 23-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 necessary to the approval of the Architect/Engineer, and at no additional cost to the Owner. 1.07 Scheduling: A. Work is to be performed on a daily basis, with each section completed before progressing to the next day's work. B. Completion of work shall be defined as the installation of all specified substrate preparation, insulation and EPDM membrane completely sealed at perimeters, curbs and penetrations. 1.08 Guarantee/Warranty: A. The Contractor shall furnish a single -ply membrane manufacturer's warranty to Owner, in duplicate, filled out properly and signed by duly authorized officer, stating that all materials and workmanship for single -ply membrane roofing system will be free from defects of material and workmanship of any kind and shall make repairs and/or replacement at no cost to Owner for a period of not less than twenty (20) years from date of final acceptance by Owner and/or final inspection by system manufacturer. Submittals shall be within two (2) weeks after roofing completion. B. In addition to the system manufacturer's workmanship, roofing Contractor shall guarantee the new roof system, carpentry work, roof insulation, and all new sheet metal work for a period of not less than two (2) years from date of final acceptance by Owner, against any failures associated with the entire roofing system and shall make repairs and/or replacement at no cost to Owner during this guarantee period. This supplement guarantee shall be submitted in writing to Owner. Refer to form shown in Section 01 78 36 Warranties. 1. Before final payment by Owner, Contractor shall submit system manufacturer's warranties and his guarantee to the Architect/Engineer. C. Repairs shall be made within 24 hours of notification. PART 2 - PRODUCTS 2.01 General: A. Minimum product requirements have been listed. All of these components must be used and bid. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Fully Adhered EPDM Roofing 07 53 23-3 2.02 Materials: A. EPDM Roofing Membrane: 1. EPDM roofing membrane shall consist of 0.060 inch (60 mil) thick calendared ethylene propylene diene monomer (EPDM). a. EPDM shall be non reinforced. b. The membrane thickness tolerance shall be between 0.054" and 0.066" for 60 mil (measured in accordance with ASTM: D412). c. Membrane shall be factory -fabricated in single sheet material measuring not less than ten (10) feet wide by one hundred (100) feet long or the longest sheet possible as determined by job conditions. d. Rolls of EPDM membrane with factory defects such as creases, stretch marks, out of square, etc., will be rejected. 2. The membrane shall meet or exceed all requirements of ASTM:D4637, Standard Specification for EPDM sheet used in single -ply roofing membrane. 3. Approved Manufacturers: a. Firestone Building Product Co., Carmel, IN b. Carlisle SynTec Systems, Carlisle, PA c. Genflex, Gen Corp., Maumee, OH d. Approved Equal B. Related Materials: 1. Related materials for the above EPDM membrane roofing system shall consist of the following or as recommended by the membrane manufacturer: a. Membrane flashing shall be 0.060 inch (60 mil) thick uncured EPDM. b. Bonding adhesive, splice cleaner, seam tape, "water cut-off mastic", molded pipe flashing, pourable sealer, reinforced securement system and all other related materials shall be compatible with materials with which it is to be used and shall be furnished by membrane manufacturer. PART 3 - EXECUTION 3.01 General: A. The latest manufacturer specifications and installation techniques are to be followed. 3.02 Inspection: A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. Fully Adhered EPDM Roofing 07 53 23-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 3.03 Surface Conditions: A. Surfaces to receive roofing are to be free of any standing water, dew, loose debris, dust and dirt. B. Substrate is to be smooth, free of sharp projections, and free of obvious depressions. C. All metal fittings specified or shown on drawings are to be in place before roofing. D. All nailers shall be securely installed prior to roofing. 3.04 Job Conditions: A. Protection: 1. Existing work shall be properly protected from damage or soiling during the process of removal of existing roofing and installation of new roofing material. Exercise special care at openings through roof and at roof edges. Spill no roofing materials on building surfaces. Any finished work damaged in the execution of work of this section, including lawns/shrubbery, shall be replaced or restored to the original condition by this Contractor. 2. Contractor shall protect existing roofing that is not scheduled to be removed with minimum 3/4 inch thick plywood protection board. Any damage to existing roof shall be repaired by Contractor. B. Workmanship: 1. Roofing work shall be accomplished to fulfill the requirements of the drawings and specifications. Any specific directions furnished by the manufacturer regarding the application of his materials shall be strictly followed. 2. After starting work, Contractor is responsible for complete moisture integrity of the roofing and flashing membrane. Therefore, this Contractor shall: a. Not apply insulation or membrane under any conditions not suitable. b. Exercise care to ensure adequate quantities of materials are used. c. Maintain competent supervisor at the work site, with authority to discard unsuitable materials or remove unsatisfactory workers. d. Observe all precautions involving the storage and handling of roofing materials. 3. The following precautions shall be followed when applying the EPDM membrane system: a. Do not use oil base or plastic roof cement. b. Do not allow waste products (petroleum grease, oil, solvents, vegetable or mineral oil, animal fat) or direct steam venting to come in contact with roofing systems. Fully Adhered EPDM Roofing 07 53 23-5 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 c. Do not expose membrane or accessories to a constant temperature in excess of 180 degrees F. 3.05 Installation of EPDM Roofing Membrane: A. General: 1. Contractor shall install EPDM roofing membrane sheets in a straight smooth line without curving. Position adjoining sheets in such manner that direction of water flow is over and not against laps. Field laps shall form a watertight seal. a. At end of each day's work, a temporary water tie -off shall be applied and be removed cleanly when work is resumed. b. If temporary water tie -offs are left for two days time, Contractor shall check them daily for breaks and if any are found, repairs shall be made immediately. B. Reinforced Securement Strip: 1. Reinforced securement strip shall be installed at the perimeter of each roof level, roof section, curb flashing, expansion joints and similar penetrations. Reinforced securement strips shall be mechanically fastened as recommended by membrane manufacturer using approved fasteners. a. Top of mechanical fasteners shall be set flush with the top surface of the plate. b. Space mechanical fasteners a maximum of 12 inches on center. C. Roof Drains 1. Remove any existing lead flashing and asphalt materials in preparation for water block sealant and membrane. 2. Seal between membrane and drain base shall be water block sealant as shown on drawings. 3. Roof drains will be sumped. Refer to detail drawings. D. Membrane: 1. Over the insulation, install roofing membrane as follows: a. Install EPDM membrane loose -laid over surface of insulation and allow to relax for a minimum of 30 minutes. b. After membrane has been allowed to suitably relax, fold sheet back approximately 50%. Sheet fold shall be smooth and without wrinkles. c. Apply bonding adhesive to surface of insulation and membrane evenly with no puddles or globs. Note: If spray applying, all adhesive material must be back - rolled. Note: Field adhesive must not be applied to seam area. Fully Adhered EPDM Roofing 07 53 23-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 d. Roll coated sheet into coated insulation surface with no wrinkles. Note: Any winkles larger than 12" in length will be cut out and repaired, no exceptions. e. Sheet section will be "embedded" to achieve 100% contact. E. Membrane Splicing: 1. Fold top sheet back and remove dirt and dust by brooming or wiping with clean rag. Clean both of the dry mating surfaces at the splicing area using clean natural fiber rags or natural sponges with "splice cleaner." 2. Apply seam tape in accordance with manufactures specifications. Seam tape shall be exposed 1/8" - 1/2" along length of splice. If exposed more than 1/2", apply 6" wide self adhering splice tape, centered over exposed seam. 3. Roll top sheet toward splice area along the entire length of splice. Allow sheet to fall freely into place. Avoid stretching and wrinkling, while brushing by hand toward the splice edge. 4. Roll splice with a two inch wide steel roller, using positive pressure, toward the outer edge of the splice. 3.06 Membrane Flashing: A. General: 1. Perimeter flashing, including curbs shall consist of 0.060 inch (60 mil.) thick EPDM flashing material using the longest pieces practical. All flashings and terminations shall be completed in accordance with manufacturer's recommendations. a. Complete splicing between flashing and main roof sheet before bonding flashing to vertical surface. Splice shall extend as detailed or at least three inches beyond the fasteners which attaches the membrane at the angle change. 1) Apply seam tape in accordance with manufacturer's specifications. Seam tape shall be exposed 1/8" to 1/2" along the edge of the splice. 2) Nail installed flashing at top of flashing every 12 inches on center (maximum) under metal counterflashing or coping cap. B. Penetrations: 1. Flash all penetrations (pipes, conduits, vents, etc.) passing through the membrane. a. Flash pipe with molded pipe flashings where possible. b. Where molded pipe flashings cannot be installed, use field - fabricated pipe seals. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Fully Adhered EPDM Roofing 07 53 23-7 2. Seal clusters of pipes and unusual shaped penetrations with metal pans and pipe sleeve flashing flanges. All seams shall be field soldered to avoid open joints and to form a watertight seal. Fill pans with rigid insulation cut to fit and top two inches (minimum) with manufacturers sealer and apply umbrella flashing covers as detailed. Apply uncured flashings as detailed and/or per manufacturer's directions. 3.07 Clean -Up: A. Upon completion of the work, remove all excess material, debris, or trash resulting from this work. Leave completed surfaces clean and free from any defects of material or workmanship 1. Leave building and work site in a neat, clean and undamaged condition. 2. Clean both interior and exterior surfaces which were soiled due to the work of this section. 3. Repair or replace any damaged lawns or shrubbery to original condition. - END OF SECTION - Fully Adhered EPDM Roofing 07 53 23-8 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Section 07 62 00 FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 Description: A. Furnish and install all coping, flashing and sheet metal work as shown on drawings and herein specified. B. Installation of work shall start not later than 4 working days after a roof section of the re -roofing system, including composition flashings, has been completed. In order to avoid any delays, all work shall be closely coordinated with the roofing work. 1.02 Quality Assurance: A. Standards: Comply with standards specified in this section and as listed in the general requirements. B. Qualifications of manufacturer: Products used in the work included in this section shall be produced by manufacturers regularly engaged in the manufacture of similar items and with a history of successful production acceptable to the Architect/Engineer. C. Qualifications of Contractor: The Contractor and contract personnel shall be currently approved by the manufacturer of the approved products as qualified to install the materials of this section. D. Qualifications of Installers: Use an adequate number of skilled installers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. E. Prior to request for final inspection, contractor shall have inspected all gasketed fasteners and supplied certification letter that all gasketed fasteners were installed and inspected by contractor as per the Contract Documents. 1.03 Related Work: A. Drawings and general provisions of the contract apply to this section. B. Related sections: 1. Section 07 26 13 Vapor Retarder 2. Section 07 31 13 Fiberglass Reinforced Asphalt Shingle Roofing 3. Section 07 51 13 Asphalt Built -Up Roofing Gravel Surfacing 4. Section 07 53 23 Fully Adhered EPDM Roofing City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Flashing and Sheet Metal 07 62 00-1 1.04 References: A. Materials used in this section shall be listed in the latest editions of the following: 1. Factory Mutual Approval Guide. 2. The NRCA Roofing and Waterproofing Manual, 5th Edition — National Roofing Contractors Association 3. The current edition of the Architectural Sheet Metal Manual as published by the Sheet Metal and Air Conditioning Contractors National Association, Inc., (SMACNA) shall govern where applicable, unless otherwise specified. 4. Low slope membrane roof metal edge securement except gutters shall be tested for wind resistance in accordance with ANSI/SPRI ES -1. 1.05 Submittals: A. General: Comply with the provisions of Section 01 33 00 Submittal Procedures and 01 32 16 Construction Progress Schedules. B. Shop Drawings: If requested by the Architect/Engineer, prepare and submit shop drawings of proposed material for architect's/engineer's review, including full- size drawings of all profiles and details of all connections, expansion joints, reinforcement, anchors and other pertinent features. C. Product data: If requested by the Architect/Engineer, submit manufacturer's product data on all pre -fabricated metal roof flashing sections, complete with all pertinent information, finishes and installation instructions. D. Samples: In lieu of shop drawings above, Contractor may submit full-size samples in duplicate of all required profiles and details. E. As part of the contractor's construction submission package, contractor shall submit the following for Architect/Engineer review. The Contractor shall submit the below information to the building department if requested: 1. Product data, including ASTM D2137 & D573 results. 2. Manufacturer recommended installation torque. 3. Contractor's quality control and assurance program. 4. Certification letter from Contractor. 1.06 Product Handling: A. Delivery and storage: Deliver materials to the job site in original, unopened containers no sooner than five (5) calendar days prior to start of job. Materials to be stored up, off of the roof deck or ground, and covered with a weatherproof covering anchored sufficiently so as to resist wind blow -off. Only those materials necessary to accomplish two days' work are to be stored on the roof. 1. Contractor is responsible for all materials delivered to job site until completion of project. 2. When storing materials on the roof, do not overload deck. Flashing and Sheet Metal 07 62 00-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 B. Protection: Use all means necessary to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Architect/Engineer and at no additional cost to the Owner. 1.07 Scheduling: A. Work is to be performed on a daily basis, with each section completed before progressing to the next day's work. B. Completion of work shall be defined as the installation of all specified roof preparation, insulation, underlayment, flashings, counterflashings, sheet metal, fasteners, and caulking. C. Contractor shall complete roofing work on a daily basis unless specifically directed otherwise by the Architect/Engineer. PART 2 - PRODUCTS 2.01 General: A. Minimum product requirements have been listed. All of these components must be used and bid. 2.02 Galvanized Sheet: A. Sheet metal shall be hot -dipped galvanized steel sheets conforming to ASTM: A653 using Architect/Engineer approved manufacturer. Weight of galvanized coating shall be not less than 1.25 ounces per square foot, "commercial," Unless otherwise indicated, galvanized sheet metal shall not be lighter than 24 -gauge (0.0250 inch). B. Accessories shall be zinc -coated. 2.03 Soldering Materials: A. Solder: 1. Solder to comply with ASTM: B32, composition 50% tin and 50% lead; 60% tin and 40% lead for lead -coated copper. B. Flux: 1. As approved by the manufacturer. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Flashing and Sheet Metal 07 62 00-3 2.04 Pre -Coated Sheet Metal: A. Pre -coated metal shall be minimum 24 -gauge commercial quality steel with a hot - dipped, galvanized, primed, and fluoropolymer-type finish. B. Exposed surfaces shall have a "smooth" -type finish with color as selected by Owner from manufacturer's standard. 1. All exposed surfaces shall be protected with a stripable plastic -type film. 2. Exposed fasteners shall have gasketed, pre -coated heads with matching color. Provide touch-up paint for exposed edges and abraded areas. C. Approved Products: 1. Color Klad by Vincent Brass and Aluminum Co. 2. Carlisle Metal Products by Carlisle Syntec. 3. Pac-Clad by Peterson Aluminum Corp. 4. Approved Equal. 2.05 Counterflashing at Wall Curbs: A. Counterflashing shall be designed and fabricated in minimum 96 inch lengths where job dimensions allow (lesser lengths at curbs). Skirt member shall be of size indicated with bottom edge folded under 1/2 inch, fabricated in such manner as to hold the bottom firmly against the flashings, and formed to fit field conditions. Skirt members, when installed, shall be securely fastened with gasketed screws and/or fasteners as detailed. B. Coping cover plates shall be 6 inches wide, and counterflashing shall have S -slip end joints provided, as detailed, and be fabricated of same gauge and material as flashing. Furnish complete with a continuous ribbon of flashing sealant as shown on details. 2.06 Formed Drip Edge Metal: A. Steel minimum 24 gauge hot dipped galvanized with face coating polyvinylidene fluoride resin -base finish (Kynar 500 or Hylar 5000). B. Form accurately to details. C. Profiles, bends and intersections shall be even and true to line. 2.07 Pipe or Vent Jackets: A. Pipe or vent jackets shall be a frost -proof type with a lead cap, and fabricated of galvanized metal designed for use on flat roof construction. Verify at work site for quantity and size. 1. 24 gauge galvanized steel base. 2. Flashing base shall be at least 18 x 18 inches. Flashing and Sheet Metal 07 62 00-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 B. Approved Products: 1. No. 1-F flat plumbing vent flange by F. J. Moore Manufacturing Company. 2. Approved Equal. 2.08 Related Materials: A. Fasteners shall be of adequate design to achieve substantial and positive anchorage. 1. Nails and fasteners including rivets, screws and bolts shall be zinc -coated or stainless steel. a. Nails for wood shall be flathead, barbed, not less than #12 gauge, one -inch long. 2. Nails for felt shall be stainless steel or zinc- coated type with one (1) inch caps. 3. Nails for securing metal pan clips shall be zinc -coated ring-shanked with 3/8" diameter heads. B. Gasketed Fasteners: 1. Provide gasketed screws to secure sheet metal to create a weather -resistant exterior envelope. Gasketed fasteners installed in accordance with manufacturer recommendations/requirements shall comply with IBC 1403. 2. Gasket material shall be EPDM, vulcanized to the metal to establish a bond that assures the EPDM will not separate from the metal. 3. Screws shall be corrosion resistant and painted the same color to match the counterflashing. 4. Fasteners shall only be used at vertical surfaces, a minimum of 6 -inches above horizontal surfaces. 5. Gaskets shall be considered "non -brittle" at -40° as per ASTM D2137. Gaskets shall have been tested per ASTM D573 and be heat resistant. 6. Screws shall be secured with sufficient torque to secure the sheet metal and maintain the seal weather -tight in accordance with the manufacturer's requirements/recommendations. 7. Screws shall be secured utilizing a torque adjustable or depth sensitive tool. C. Joint Filler: 1. Joint filler and backup shall be an expanded polyethylene rod and backup. Material shall be at least 25% larger in diameter or thickness than opening. 2. Approved products: a. Ethafoam SB sealant backer rod by Dow Chemical Company. b. Approved Equal City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Flashing and Sheet Metal 07 62 00-5 D. Caulking sealant for exposed joints shall be a one -component polyurethane sealant conforming to Federal Specification TT -S -00230C(2), Type II, Class A or B. 1. Approved Products: a. Tremco Vulkem 116 b. Sika Sikaflex la c. Sonneborn Sonalastic Npl d. Approved Equal PART 3 - EXECUTION 3.01 General: A. The latest manufacturer specifications and installation techniques are to be followed. 3.02 Inspection: A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.03 Job Conditions: A. Protection: 1. Existing work shall be properly protected from damage or soiling during the process of removal of existing roofing and installation of new roofing material. Exercise special care at openings through roof and at roof edges. Spill no roofing materials on building surfaces. Any finished work damaged in the execution of work of this section, including lawns/shrubbery, shall be replaced or restored to the original condition by this Contractor. 2. Contractor shall protect existing roofing with minimum 3/4 inch thick plywood protection board. Any damage to existing roof shall be repaired by Contractor. B. Workmanship: 1. Flashing and sheet metal work shall be accomplished to fulfill the requirements of the drawings and specifications. Any specific directions furnished by the manufacturer regarding the application of their materials shall be strictly followed. Flashing and Sheet Metal 07 62 00-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 3.04 Installation of Formed Sheet Metal: A. All flashing and sheet metal work shall be installed in accordance with approved shop drawings and details, with all work true and in perfect alignment. Intersections of work which cannot be shop -fabricated shall be coped or mitred to the exact profile of the member to which it intersects and be fully and continuously sealed to a watertight condition. All gasketed screws shall be drawn up tight and in full gasket contact with the flashing member, ensuring a rigid and secure installation. All hold-down clips shall be solidly anchored into backup construction. B. Cleats or keepers shall be continuous 20 gauge galvanized steel fastened 6" on center with 1 1/4" minimum galvanized steel roofing nails. C. Ribbons of flashing sealant shall be applied to all non -soldered joints or seams, as required or as indicated on drawings. Keep all exposed surfaces of metal work free from sealant, and remove any excess immediately. All flashing sealant shall be applied in accordance with manufacturer's recommendations. D. Inserts for counterflashings shall be saw -cut into concrete, stone or joints of the masonry wall, as shown on detail drawing. Metal insert piece shall be held in place with gasketed fasteners spaced not over 12 inches on center. In crevice, install rod stock, if required, and then apply sealant material. E. Coping and cant edge metal shall be engaged on a continuous cleat or keeper on the outside and fastened on the inside with 11/2" minimum galvanized steel hex head screws with gasketed washers installed 18" on center. F. Embedded edge metal shall be engaged on a continuous cleat or keeper on the outside and fastened with 11/4" galvanized steel roofing nails in two rows 1/2" apart, 3" on center, staggered. 3.05 Fabrication and Manufacture of Formed Sheet Metal: A. Fabrication Procedures: 1. All sheet metal components shall be fabricated in accordance with the best standards of workmanship of the trade and with the recommendations previously cited in the SMACNA manual, unless otherwise indicated. Form all sections as detailed on the approved shop drawings or in accordance with approved samples. Lines, rises and angles shall be sharp and true. Plain surfaces shall be true and free from waves or buckles. The various sections shall be uniform and the joints at corners shall be rigidly secured. All exposed edges, unless otherwise indicated, shall be returned. Provide for contraction and expansion. B. Soldering: 1. Soldering must be completed the same day seams are locked and folded together. Phased construction is not acceptable. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Flashing and Sheet Metal 07 62 00-7 2. Remove factory -applied coatings in the area to be soldered, from materials such as alloy -coated copper or alloy -coated stainless steel. Use solvent recommended by manufacturer. 3. Mechanically clean, flux, and smoothly pre -tin with solder edges of sheets and other locations to be soldered. Tinning shall be thin, uniform in thickness, and 1 1/2" wide on both sides of sheet at folded locked seam locations. 4. Immediately prior to joining pieces to be soldered, mechanically clean pre -tinned surfaces, wipe clean, dry, and fully coat with flux. Use least corrosive flux suitable for given application. 5. Slide pieces together and neatly dress down with a block of wood and mallet and/or dead -blow hammer 6. Perform soldering with heavy soldering coppers of blunt design, properly prepared and tinned before using. They shall weigh not less than 10 lbs. per pair, except when acetylene gas -heated soldering copper torch is used, copper itself shall weigh not less than 1.25 lbs. Soldering with torch alone is not acceptable. 7. Perform soldering slowly with well heated copper. Thoroughly heat surfaces to be soldered. Use heated surfaces rather than the soldering copper, to melt the solder and draw it into the seam. 8. Use ample solder. Seam shall show at least one full inch of evenly flowed solder. 9. Whenever possible, solder in flat position. At sloped seams, start down- slope and work up-slope. Solder seams a second time on slopes equal to or greater than 45 degrees. 10. Neutralize and remove flux residue as recommended by the flux manufacturer and the American Welding Society. This may include items such as mechanical removal, hot acidified water wash, water and washing soda (sodium carbonate) wash and clan water rinse after soldering. C. Counterflashing at Wall and Curbs: 1. Counterflashing shall be designed and fabricated in minimum 96 -inch lengths where job dimensions allow (lesser lengths at curbs). Skirt member shall be of size indicated with bottom edge folded under 1/2 inch, fabricated in such manner as to hold the bottom firmly against the flashings, and formed to fit field conditions. Skirt members, when installed, shall be securely fastened with gasketed screws and/or fasteners as detailed. 2. Coping cover plates shall be 6 inches wide, and counterflashing shall have S -slip end joints provided, as detailed, and be fabricated of same gauge and material as flashing. Furnish complete with a continuous ribbon of flashing sealant as shown on details. Flashing and Sheet Metal 07 62 00-8 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 D. Expansion Joint Cover Flashings: 1. Expansion joint cover flashing shall be designed for easy removal, and fabricated in minimum 96 -inch lengths. Flashing shall be formed to provide complete watertightness to expansion joint assembly. Covers shall be formed with a sloping top. Skirt flashings shall be of size indicated with bottom edge folded under 1/2 inch, fabricated in such manner as to hold bottom firmly against flashing, and formed to fit contour or slope of roof. Both cover and skirt members when installed shall be securely fastened with gasketed screws. 2. Joint cover plates shall be 6 inches wide and be fabricated of same gauge and materials as flashing. Furnish complete with continuous ribbons of flashing sealant as detailed. E. Leader Heads and Overflow Scuppers: 1. Leader heads shall be formed of the same gauge material as the perimeter flashing into which they frame. 2. Sheets forming the leader head shall be riveted together and soldered to form a watertight pan. Leader head lining shall extend through and project outside the fascias. On the roof side, the leader head lining shall be of sufficient length to be built into the roofing at least 6 inches. Provide a 3 -inch long outlet tube in bottom of leader head for attaching downspout. 3. Scuppers shall be fabricated similar to leader heads, except scupper lining shall extend through and project outside the walls, leaving about 1/2 -inch clearance between masonry and lining. F. Gutters: 1. Gutters shall be fabricated in maximum lengths of 40 feet. Location of expansion joints will be as shown on plan view. 2. Gutter shape and size will be as shown on detail drawings. 3. Gutter brackets and straps or spacers shall be as shown in the SMACNA Manual and/or detail drawings. G. Open -Faced Downspouts: 1. Open-faced downspouts shall be formed of the same gauge and material as the gutter and/or leader head to which they connect. 2. The downspout shall be open-faced with exposed edges hemmed. End joints shall telescope 1-1/2 inches and be riveted or screwed. Attach to wall with 1/8 -inch thick strap brackets not over 5 feet apart and designed to support downspout approximately 1 inch from face of wall. Provide all necessary elbows, offsets or other fittings required. All elbows shall have an 80 degree discharge. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Flashing and Sheet Metal 07 62 00-9 H. Fascia's: 1. Fascia shall be fabricated in minimum 96 -inch lengths. The inner flange shall extend onto the roof not less than 4 inches, and be pre -drilled for nails for anchoring through the roofing membrane. Fascia portion of standing ridge shall be formed to accommodate complete concealment of wood blocking with a continuous formed bottom edge drip which is folded back and under a minimum of 3/4 inch, and extending from face at least 1 inch. Sleeved Flashings: 1. Furnish and install sleeved flashings for mechanical pipes and electrical conduits. Sleeves shall have a 6 -inch wide flange built into roofing, and all joints and seams shall be soldered thoroughly watertight. Provide umbrella flashings. Verify the quantity required and size in the field. J. Splash Blocks: 1. All splash blocks shall be as called for on roof plan or details. 3.06 Surface Cleaning: A. All sheet metal work upon completion shall be thoroughly clean of all flux, scraps and dirt. Excess flux shall be neutralized by washing with 5 to 10 percent solution of washing soda. After cleaning, metal shall be washed off with clean water. B. Remove protective film, if any, from the exposed surfaces of the sheet metal promptly upon installation. Strip with care to avoid damage to finishes C. Clean the exposed metal surfaces of substances that would interfere with uniform oxidation and weathering. 3.07 Clean -Up: A. The Contractor shall clear the construction areas and shall provide for the removal from the building site of all construction debris. B. All debris shall be removed from the premises promptly and the construction area left clean daily. C. At the completion of the contract, Contractor is to remove all related equipment. - END OF SECTION - Flashing and Sheet Metal 07 62 00-10 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Section 07 92 00 SEALANTS & CAULKING PART 1 - GENERAL 1.01 Summary: A. Includes but is not limited to 1. Quality of sealants to be used on project including submittal, material, and installation requirements. B. Related sections 1. Removing existing sealants and furnishing and installing of sealants is specified in sections specifying work to be caulked. 1.02 Submittals: A. Product Data 1. Manufacturer's literature and installation recommendations for each product. 2. Schedule showing where each product is to be used. B. Quality Assurance/Control 1. Furnish certificate from manufacturer indicating date of manufacture. 1.03 Delivery, Storage, & Handling: A. Handle to prevent inclusion of foreign matter, damage by water, or breakage. B. Deliver and keep in original containers until ready for use. C. Do not use damaged or deteriorated materials. D. Store in a cool place, but never under 400 F. PART 2 - PRODUCTS 2.01 Materials: A. Sealants 1. Sealants provided shall meet manufacturer's shelf -life requirements. 2. Exterior sheet metal & miscellaneous a. Penetrations and joints in soffits and fascia b. Roof vents & flues c. Flashings City of Lino Lakes Sealants and Caulking Lino Lakes Fire Station #1 1 07 92 00 RSI Project # 15-12120-02 d. Gutters e. Approved Products: 1) 791 by Dow Corning 2) Narrow Joint Sealer by Schnee -Morehead Inc, Irving, TX 3) Sikaflex-la, Dymonic FC, Bondaflex PUR 25, Sonneborn NPI 4) Approved equal 3. Color - As selected by the Owner from manufacturer's standard colors. B. Backing - Flexible polyurethane or polyolefin rod or bond breaker tape as recommended by the manufacturer for joints being sealed. PART 3 - EXECUTION 3.01 Preparation: A. Remove existing sealants where specified. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. B. Apply specified primer. C. Joint Backing 1. Polyurethane rod for open joints shall be at least 1-1/2 times width of open joint, and of thickness to give solid backing. Backing shall fill joint so depth of sealant is no more than 3/8 inch. 2. Apply bond -breaker tape in shallow joints as recommended by the manufacturer. 3.02 Application: A. Apply sealant with hand -caulking gun with a nozzle of the proper size to fit joints. Use sufficient pressure to ensure full contact to both sides of joint to full depth of joint. B. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to achieve smooth sealant surface. C. Depth of sealant shall be 1/4" minimum and 1/2" maximum, but never more than 1/2 or less than 1/4 of the joint's width. D. Do not apply caulking at temperatures below 400 F. E. Caulk open perimeters unless indicated otherwise. F. For EIFS, carefully check the system manufacturer's details and adhere to caulking details. Use specified material available from system installer. City of Lino Lakes Sealants and Caulking Lino Lakes Fire Station #1 2 07 92 00 RSI Project # 15-12120-02 3.03 Clean -Up: A. Immediately clean adjacent materials that have been soiled, before caulk sets. Use materials and methods recommended by the manufacturer. - END OF SECTION - City of Lino Lakes Sealants and Caulking Lino Lakes Fire Station #1 3 07 92 00 RSI Project # 15-12120-02 Section 22 14 26 PLUMBING (ROOFING -RELATED) PART 1 - GENERAL 1.01 Summary: A. General: 1. The scope of work shall consist of the furnishing of all labor, equipment and material for the complete installation of the overflow roof drain systems as indicated on the drawings and included in this specification. Work shall include but not be limited to new pipe insulation on new piping, hangers, cleanouts, and roof drains; and, repair of insulation on existing piping. 2. This Contractor is required to provide complete systems. Components listed are not intended to limit the scope of the work and items not specified, but necessary for the system operation, are to be provided at no additional cost. Should there be any discrepancies or a question of intent, the Engineer should be consulted to render a decision before ordering equipment or materials and before starting any related work. 3. This Contractor shall furnish and install all minor items which are obviously and reasonably necessary to complete the installation and usually included in similar work even though not specifically mentioned in the Contract Documents. Such items are bolts, nuts, anchors, brackets, sleeves, drains, and drips at low points, air vents at high points, minor offsets in piping because of unforeseen obstructions, etc B. Partial Demolition: 1. Provide all cutting, demolition, removal, patching, and restoration work necessary to accomplish and complete all work under the contract, including any relocation or reuse of existing materials, equipment, systems, or other work, as well as the disposition of salvaged materials or debris. 2. All work necessary to remove the identified equipment items, including cutting, rigging, loading, transport, and disposal of the indicated equipment is part of the work, whether indicated by specific details on the drawings or not. The drawings are not to be construed as indicating all required work nor indicating all conditions or details that might be encountered during the progress of the work. The Contractor and his Subcontractors shall examine the work spaces to determine the actual conditions and requirements. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-1 3. At new openings in walls and where pipe insulation has been removed and piping penetrates fire rated construction, it will be the responsibility of this Contractor to provide approved fire stopping for each and every opening. Such fire stopping shall be installed, inspected, and approved before the final sections of pipe insulation are placed at such openings. C. Section Includes: 1. Roof drains 2. Leader pipes 3. Pipe insulation 4. Pipe hangers 5. Piping specialties 6. Fire stopping 7. No hub couplers D. Related Sections: 1. Section 07 51 13 Asphalt Built -Up Roofing Gravel Surfacing 1.02 Submittals: A. Submit roof drain product data to the consultant. 1.03 Quality Assurance: A. The installation shall comply with the latest code, ordinance or regulation applicable to the work involved. A partial list of governing codes follows: State and Local Building Codes State Plumbing Codes, Federal Accessibility Regulations State and Local Fire Codes and Regulations State and Local Mechanical Code, Energy Code National Electric Code State and Local Electrical Installation Codes Municipal Water and Sewer Regulations U.S. Department of Labor, Occupational Safety and Health Administration Regulations Minnesota Department of Health Regulations Minnesota Department of Labor and Industry Regulations Federal Accessibility Regulations (ADA) American National Standards Institute (ANSI) Plumbing (Roofing Related) 22 14 26-2 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 B. Regular inspections shall be requested by each Contractor as required by any regulating agency. All charges for inspections by regulating agencies of installations, or plans and specifications, shall be paid by the Contractor. C. In submitting a bid on the project, the Contractor acknowledges his responsibility to install the work in accordance with governing codes. The Contractor agrees to perform work necessary to attain code authority approval of the installation under the base contract compensation. D. If these specifications with accompanying drawings are in any way at variance with these Codes, the above cited Codes shall govern and the Contractor shall make this installation accordingly, except where the drawings or specifications call for higher quality of work than that prescribed in the Codes. E. All permits, licenses, fees and service charges required in connection with the mechanical system installation shall be secured and paid for by this Contractor. F. The Contractor shall make all arrangements with each utility company and pay all service charges associated with new or modifications to existing services. G. Regular inspections shall be requested by each Contractor as required by any an all regulations. Charges for inspections by regulating agencies shall be paid by this Contractor. 1.04 Scheduling: A. Coordinate installation of new roof drains and leaders with the Owner. B. Coordinate installation with flashing work specified in Section 07 51 13 Asphalt Built -Up Roofing Gravel Surfacing. PART 2 - PRODUCTS 2.01 Roof Drain: A. Coated cast iron roof drain with bottom outlet, deck clamp, cast iron dome, sump receiver where applicable, and vandal -proof clips, or approved equal. Provide special threaded rod to extend clamps, if necessary. Furnish and install sump receivers on metal roof decks (as required). Provide cast iron, vandal proof domes on drains installed on structures one story in height, or multi -story high roofs accessible from one-story structures by means of ship ladders or stairs. Approved products: 1. Josam Series 21500 2. MIFAB R1200 -JD City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-3 2.02 Pipe Insulation and Jackets: A. All insulation materials shall be as manufactured by Owens-Corning, Certain - Teed, Johns -Manville, Knauf, Accessible Products Company, or Armstrong. B. All adhesives shall be as manufactured by Foster Division, Miracle Adhesive Corporation, 3M, Childers, or Chicago Mastic. C. All adhesives, sealers and vapor barrier coatings shall be compatible with the materials to which they are applied, and shall not corrode, soften or attack such materials in either the wet or dry state. D. Protective PVC jacketing shall be .020" thick for pipe straight run and fittings. Acceptable manufacturers are Accessible Products Company, Ceel-Co, Knauf, Foster, and Manville. E. Glass fiber insulation with average thermal conductivity not exceeding .23 BTU/in. per sq. ft. per degree F per hour at mean temperature of 75 degrees F, and rated at 500 F, "Micro -Loc" (Manville Corp.); or acceptable, listed product. Type "AP" all purpose jacket. 2.03 Fitting Insulation and Jacket: A. For all pipe sizes, a double wrap of soft insulation of the same material and thickness as the adjacent piping insulation is acceptable. B. PVC premolded insulated fitting covers. 1. Manville — Zeston 2. Knauf — Proto 3. Foster — Speedline 4. Accessible Products Company - Techlite Fitting Insulation with covers. 2.04 Inserts and Shields: A. Inserts shall be calcium silicate (for hot piping services) or foam glass or high density mineral fiber (for cold services) of equal thickness to the adjoining insulation and provided with a vapor barrier where required. 1. Length: 2" longer than shields (minimum). 2. Circumference: 1/2 exterior insulation circumference. B. Shields shall be 16 gauge galvanized steel (for pipe sizes 4" and smaller) and 14 gauge (for pipe larger than 4"). 1. Length Pipe Size Length Thru 6" 6" Over 6" Pipe Diameter Plumbing (Roofing Related) 22 14 26-4 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 2.05 Pipe and Fittings: A. Furnish and install pipe and fittings of type and material scheduled herein of sizes shown on the Contract Documents and as required to connect fixtures and equipment. B. Cast Iron Soil Pipe and Fittings (for rainwater leaders and downspouts only) 1. Service weight, hubless, cast iron soil piping conforming for CISPI 301. 2. No hub cast iron pipe couplings shall have a shield constructed of 304 corrugated stainless steel with a minimum thickness of .016 inches. Couplings through 4" size shall have 4 stainless steel sleeve bands and couplings 5" through 15" shall have 6 bands. Stainless steel clamps shall have worm drive gear with hexagon head bolt to accept 3/8" socket torque wrench. Clamp bolts shall be tightened to the torque specified by the coupling manufacturer. The coupling gasket shall be made of neoprene rubber, meeting the requirements of ASTM C-564. Couplings shall meet the performance requirements of FM1680 Class 1. Provide Husky HD 4000 couplers manufactured by Husky/Anaco. C. Galvanized Steel Pipe and Fittings 1. Piping to be Schedule 40 hot dip galvanized seamless or butt welded, carbon steel, ASTM A-53 (Type F, E, or S) and ANSI B36-20. Each length of pipe to be legibly identified at the mill indicating manufacturer and class of pipe. 2. Low Pressure Fittings a. 4" and smaller: 150 psi galvanized malleable iron threaded fittings. b. Larger than 4": standard class 125 psig, cast iron, faced and drilled galvanized threaded flanges. c. Bolts and nuts to conform to ASTM A-307. 2.06 Pipe Sleeves: A. Provide pipe sleeves and openings necessary for the installation of the work as follows: 1. Exterior wall sleeves - schedule 40 galvanized steel pipe sleeve. 2. Floor sleeves in exposed areas - schedule 40 galvanized steel pipe sleeve. 3. Masonry wall sleeves - schedule 40 galvanized steel pipe sleeve. 4. Gypsum wall sleeves and sleeve through existing construction - 22 gauge galvanized. 5. Roof sleeve and floor sleeves in concealed location - 22 gauge galvanized steel. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-5 2.07 Pipe Hangers, Supports and Anchors: A. Provide concrete inserts, clamps, pipe hangers, anchors and equipment supports required to rigidly support the systems and equipment. Hanger design shall permit vertical adjustment and lateral movement to allow pipe expansion. The figure numbers referred to below are Elcen Metal Products Co. Approved products manufactured by Grinnell Company, Inc., PHD Manufacturing, Inc. or B - Line Systems are acceptable. 1. Provide solid steel hanger rods for each pipe hanger. Equip each hanger rod with three semi -finished hex nuts not including the insert nut. 2. Provide an Elcen Figure 33 or 34 beam clamp for each hanger rod attached to structural steel sections. 3. Provide Elcen Figure 260 clevis hangers for insulated piping. 4. When inserts are required in existing concrete or have been omitted or improperly positioned in new concrete provide Elcen Figure 212E self - drilling expansion shells. B. Pipe hangers supporting and in direct contact with copper piping shall be copper plated, or epoxy coated. C. Hangers for fire protection piping to be U.L. listed. D. Vertical piping and risers shall be supported at each floor with riser clamps. Where unforeseen conditions require special supporting construction, the design shall be approved by the Architect/Engineer. Exposed risers shall be supported by a steel plate washer 1" larger in diameter than the pipe welded to the pipe. Piping subject to expansion may be guided at each floor in lieu of riser clamps. 2.08 Firestopping: A. 3M brand 7900 Series system. B. 3M brand CP 25 caulk. Dow Corning firestop sealant. GE RTV 7403. C. 3M brand FS 195 wrap. D. Similar products manufactured by Tremco, Dow Corning, GE., Hevi-Duty Nelson. 2.09 Downspout Nozzles: A. Provide Josam Series 2510 satin bronze finish, loose wall flange and inlet threaded connection. Plumbing (Roofing Related) 22 14 26-6 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 2.10 Other Materials: A. All other Materials such as fasteners and retainers, not specifically described but required for a complete and proper installation of building insulation, shall be as selected by the Contractor subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 Examination: A. Verification of Conditions: 1. Examine walls, floors, roof, and plumbing chases for suitable conditions where piping and specialties are to be installed. 2. Do not proceed until unsatisfactory conditions have been corrected. B. Before submitting his bid, this Contractor shall visit the building site and become familiar with all existing conditions that affect his work. Some material or work may be required to complete the project that can only be determined by visiting the site. C. No extras will be allowed because of the Contractor's misunderstanding as to the amount of work involved or his lack of knowledge of any site conditions which may affect his work. Any apparent variance of the plans or specifications from the existing conditions at the site shall be called to the attention of the Engineer prior to submittal of a bid. 3.02 Temporary Protection: A. Provide temporary bracing, shoring, and support for the execution of the work and the protection of persons and property during demolition. Perform all work with appropriate supports, protection, and methods to prevent collapse, settling, or damage to property or persons. Provide adequate supports for the loads to be carried, properly distributed, to lower levels or to sound bearing, if necessary. B. Provide all protective coverings and enclosures necessary to prevent damage to existing spaces and materials which are to remain. Protect openings in exterior walls and roofs to prevent damage from water and weather and to prevent excessive heat loss from the existing buildings. Maintain a watertight installation by scheduling the work and removals at the exterior according to weather conditions. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-7 3.03 Demolition and Cutting: A. Demolish and remove existing construction as shown or required to accomplish the work. B. Execute the work with care. Existing construction that is to remain which is loosened, cracked, or otherwise damaged or defaced, or is rendered unsuitable for its intended use, as a result of the work shall be removed and replaced at no additional cost to the Owner. C. Clean demolition areas and remove debris, waste, and rubbish from the building at the conclusion of each day's work. Transport debris and rubbish in a manner that prevents the spread of dust. Do not store or permit debris storage at the site. Do not burn or permit the burning of debris, rubbish, or waste at the site. Keep adjacent areas unencumbered and clean. Keep all construction areas essentially broom clean on a daily basis. 3.04 Patching, Remodeling, Replacements, and Restoration: A. Patch or otherwise restore disturbed existing construction and surfaces as required. Patching or restoration shall be carried to natural breaks (such as corners) wherever possible. Where existing construction is removed, cut, or otherwise disturbed by the work under this contract, patch all such disturbed and damaged surfaces. Repair all damage to existing construction which is to remain. B. Patching work shall be done by skilled mechanics experienced in the particular type of work involved. Patching work shall conform to the standards of the Specifications where applicable, and where not specified, work shall conform to the highest standards of the trade. C. Patch existing construction to match existing work (unless otherwise called for), but always provide new materials and accomplish the work according to modern standards. Examine existing surfaces before proceeding with the work. Report all conditions to the Engineer or Owner, where existing materials, colors, and finishes cannot be matched, but do not proceed until receiving instructions. D. Existing construction that has been damaged as a result of the work shall be repaired to the extent required to match existing, undamaged construction. 3.05 General: A. In general, all piping and similar items to be installed concealed from view above the ceiling, in partitions, shafts, chases, unless otherwise indicated. Plumbing (Roofing Related) 22 14 26-8 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 B. The Contract Documents are diagrammatic and are a graphic representation of requirements intended to convey the scope of work and to indicate the fixtures and other included work. Pipe rerouting and size changes are to be added at no additional cost to the Owner. C. Locations of items not definitely fixed by dimensions are approximate only and exact locations necessary to secure the best conditions and results shall be determined at the site and be subject to review. D. Follow Contract Documents in laying out work, check work or other trades to verify spaces in which work will be installed and maintain maximum headroom and space conditions at all points. E. Where pipes are in partitions, furred out spaces and chases, obtain information as to their exact location and size and install work so as to be entirely concealed in the allotted space. If conflicts arise making this impossible, obtain instructions from the Engineer before proceeding with the work. F. Wherever two or more pipes are to be installed in parallel, or parallel to the piping of other trades, the piping shall be installed with sufficient space between pipes to allow for the proper application of pipe covering, painting and servicing. G. Where there is evidence that parts of the work will interfere with other work and/or the structure, assist in working out space conditions and make necessary adjustments to accommodate the work. H. Work installed before coordinating with other trades which causes interference with other work shall be changed to correct such condition without additional cost to Owner. This shall apply to shop fabricated work as well as work fabricated in place. I. Products, appliances and equipment are to be installed and connected using standard industry practices and in accordance with the manufacturer's instructions. 3.06 General Methods For Piping Installation: A. Pipes shall be round and straight. Cutting shall be done with proper tools and pipes shall be reamed to full size after cutting. B. Piping shall be properly enclosed, supported, guided, anchored, sway braced, connected, tested, cleaned and flushed out and shall be properly insulated and protected where required. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-9 C. Pipes shall be run with proper grade to provide for easy draining, in group runs where applicable, and in a neat and orderly manner to the satisfaction of the Engineer. D. Pipe runs shall be carefully laid out to provide maximum utilization of space. E. Size shown in the Contract Documents are nominal pipe sizes and not outside diameters. F. Pipes shall be run substantially as indicated in the Contract Documents. G. Piping shall be installed with ample provisions for expansion and contraction,. Such provisions shall be made by means of piping offsets, changes in direction, expansion loops, and expansion joints. Expansion joints shall not be used in lieu of offsets, changes in direction or loops, except where specified or indicated in the Contract Documents or where otherwise obviously necessary. H. Horizontal runouts from mains and/or risers shall be made with swing joints and shall be of sufficient length to absorb vertical expansion and/or contraction of risers and horizontal expansion or contraction of mains. I. Connections to apparatus and equipment shall be with flanges, unions etc., for easy removal. J. Changes in pipe shall be made with reducing elbows, reducing tees or increasers. K. Piping shall be cleaned internally immediately prior to installation into the pipe line. L. Cap or cover all open piping during erection to prevent entry of foreign material. M. Spacing of pipe supports, unless otherwise noted, shall be in accordance with Minnesota State Building Code. N. Piping shall not be installed above, or within a horizontal distance of 5' from electrical equipment such as switchgear, switchboard, control panels, motor controls, and contactors, unless written consent of the Electrical Inspector is obtained. Improperly located piping shall be removed and relocated at the Contractor's expense. Whenever practical, valves shall be installed in such a manner that they can be operated from the floor without the use of ladders or special operating devices. 0. Piping shall be installed with a minimum of 7'-6" headroom over passageways and walkways whenever possible. Plumbing (Roofing Related) 22 14 26-10 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 P. A field check of all connections to existing equipment and piping for locations, size, flange drilling, and flange facing shall be made prior to ordering material or fabricating pipe for these connections. 3.07 Pipe and Pipe Fittings: A. Hubless Cast Iron Pipe and Fittings 1. Install pipe and fittings in accordance with the manufacturer's recommendations and standard industry practices to provide a complete leak -proof system. 2. Provide nominal 1/8" per foot slope, unless noted otherwise, and maintain piping concealed where indicated. 3. Provide adequate piping support to avoid sagging and do not exceed pipe stresses allowed under ANSI B31.1. Provide vertical support on a minimum of each floor level of the building and horizontal support at a minimum of 10' in addition to support at each joint. 4. Make attachments of piping to roof drains, in accordance with the manufacturer's recommendations for the type of roof drain encountered. 5. Provide insulation for rainwater leader piping and roof drain bowls. 3.08 Pipe Hangers, Supports and Anchors: A. All hangers shall be attached to structural members. B. At a minimum, piping shall be supported as follows: 1. Horizontal Steel Piping: MAXIMUM DISTANCE ROD MAXIMUM TO ELBOW, WALL, PIPE SIZE DIAMETER SPACING VALVE OR EQUIPMENT 4" to 6" 3/4" 10'-0" 3'-0" 8" thru 10" 7/8" 10'-0" 3'-0" 12" 7/8" 12'-0" 3'-0" Pipe 10" and larger shall be supported by steel rods attached to 4 x 3 x 1 /4 inch steel angles spanning a minimum of 3 bar joists. C. Regardless of any of the above listed hanger spacings, provide a hanger not more than 12" from each change in direction of piping and at each drop and riser. D. In no case will any pipe be installed where it is supported on or suspended from another pipe, conduit or duct. E. Hangers on insulated pipe shall be large enough to encompass the insulation and metal shield for same. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-11 F. Shields for 4" and larger piping shall be fabricated of 14 gauge galvanized iron and for smaller piping shall be fabricated of 16 gauge galvanized iron. Shields shall encompass one half of the diameter of the covering and lengths shall be as follows: PIPE SIZE SHIELD LENGTH Up to 6" 6" Over 6" Pipe Diameter 3.09 Pipe Sleeves: A. Fabricate sleeves from new material, with ends cut square. Install sleeves 1 1/2" larger than O.D. of pipe or pipe insulation, where insulated. Caulk annular space between pipe and sleeve with a waterproof caulking material, 1. Exterior Wall Sleeves: Install sleeve reamed with welded flanged ends flush with wall. 2. Floor Sleeves: Install sleeves reamed with the top of the sleeve 4" above the floor in equipment rooms and wet areas and 1/4" above the floor in all other locations. 3. Masonry Wall Sleeves (Interior): Install sleeves reamed and finished flush with wall. 4. Gypsum Wall Sleeve & Sleeves Through Existing Construction: Terminate ends flush with wall. B. Sleeves shall be set and maintained in place during the progress of the work. 3.10 Installation of Pipe Insulation: A. Insulation materials shall not be installed until all surfaces to be covered are clean and dry, and all foreign material, such as rust, scale, dirt, etc., has been removed. Insulation shall be clean and dry when installed and during the application of any finish. B. All pipe insulation shall be continuous through walls, floors and ceiling openings. C. Where piping and ducts pass through walls, floors or partitions, the openings in the construction around the piping and ducts shall be packed with fire -stop material to provide an effective barrier against the spread of fire, smoke and gasses. Plumbing (Roofing Related) 22 14 26-12 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 D. For cold piping and piping with roller hangers, hangers and supports shall be installed outside the insulation. Wherever hangers and supports are installed outside the insulation, pipe insulation protecting shields or pipe saddles shall be provided. Where insulation is not of sufficient strength to support the weight of the piping, a half section of rigid cellular foam or high density fiberglass insulation shall be provided under each shield. E. Where insulation saddles are used, void between piping saddles shall be stuffed with plastic insulation. F. Insulation materials shall be installed in a first-class manner with smooth and even surfaces, with jackets drawn tight and smoothly cemented down at all longitudinal and end laps. Scrap pieces of insulation shall not be used where a full length section will fit. G. All surface finishes to be extended to protect all surfaces, ends and raw edges of insulation. Omit insulation from vibration isolating connections, but adjacent insulation shall be neatly terminated and beveled. H. Insulation at equipment shall be so installed that the insulation may be removed and replaced without the need of special skills or tools. Insulation on strainers shall be installed with removable covers to facilitate cleaning of strainer. I. Terminate insulation around these neatly with 45 degree bevel using a plastic insulation. Pipe insulation shall be installed continuously with all joints tightly butted. All lap and butt joint strips shall be securely sealed. J. Insulation on all cold surfaces where vapor barrier jackets are used shall be applied with a continuous, unbroken vapor seal. Lap and butt joints and fittings seam edges shall be sealed with vapor barrier mastic and/or seam tape as recommended by the manufacturer. K. Hangers, supports, anchors, etc., that are secured directly to cold surfaces must be adequately insulated and vapor sealed to prevent condensation. L. Fittings shall be protected with a PVC jacket, which is to be installed with welding adhesive, in accordance with the jacket manufacturer's recommendations. 3.11 Pipe Insulation Thickness: A. Insulate all straight run piping according to current Model Energy Code or Table 1, which follows this Section. Where new insulation adjoins existing, taper to match different thicknesses and seal tapers with mastic and jacket with PVC or glass cloth. City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Plumbing (Roofing Related) 22 14 26-13 B. Provide a minimum of 1" thick insulation on all rainwater leader piping and roof drain bowls. 3.12 Field Quality Control: A. Finished roof drainage system shall not be put into use until inspected and approved by authority having jurisdiction. B. Notify plumbing official at least 24 hours prior to the time such inspection must be made. Perform required testing in the presence of the plumbing official. C. Repair leaks and defects using new materials and retest system or portion thereof until satisfactory results are obtained. D. Contractors shall perform all tests required by referenced standards, code authorities, or otherwise specified and shall assume responsibility for all charges and expenses. Certification of test results shall be submitted to the Engineer and Owner. 3.13 Protection and Cleaning: A. Clean dirt and debris from inside of pipes and drains as work progresses. B. Place plugs in ends of uncompleted piping at the end of each day's work. C. Temporarily protect drains. Sections of insulation board may be cut to fit into drain base to keep debris from falling into drain leaders. Remove temporary protection prior to precipitation. - END OF SECTION - Plumbing (Roofing Related) 22 14 26-14 City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Section 23 01 00 MECHANICAL WORK PART 1 - GENERAL 1.01 Description: A. It shall be the responsibility of the roofing Contractor to retain the services of a mechanical Contractor to disconnect and reconnect mechanical equipment on the roofs where it becomes necessary to raise items of mechanical equipment to properly flash curbs or pipes. 1. It shall be the responsibility of this Contractor to verify that air conditioning and miscellaneous equipment is in operational condition prior to his removal of same. 2. In the event that roof top cooling units or miscellaneous equipment have to be lifted from the roof structure to accomplish the re -roofing work, Contractor shall make whatever arrangements necessary to safely remove these items from the roof and replace them upon completion of work. 3. Any items damaged by this Contractor's work shall be repaired or replaced by him at no cost to the Owner. B. Contractor shall include all materials and labor necessary to extend duct work, piping, etc. as may be required. C. Upon replacement of equipment after re -roofing work is complete, Contractor shall reconnect all disrupted services to same and test equipment unit prior to turning it over to Owner. 1.02 Related Work: A. Section 07 51 13 Asphalt Built -Up Roofing 1.03 Scheduling: A. Contractor shall co-ordinate this work with the Owner so as to keep the interruption of equipment operation to a minimum. Adequate lead time shall be provided. 1. Owner shall familiarize Contractor with location of controls, equipment, etc. which affect his work. PART 2 - NOT USED PART 3 - NOT USED - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project # 15-12120-02 Mechanical Work 23 01 00-1 Section 26 01 00 ELECTRICAL WORK PART 1 - GENERAL 1.01 Description: A. It shall be the responsibility of the roofing Contractor to retain the services of an electrical Contractor to disconnect and reconnect electrical equipment on the roof where it becomes necessary to raise items of mechanical equipment to properly flash curbs or pipes. 1. It shall be the responsibility of this Contractor to verify that air conditioning and miscellaneous equipment is in operational condition prior to removal of same. 2. In the event that roof top cooling units or miscellaneous equipment need to be lifted from the roof structure to accomplish the re -roofing work, Contractor shall make whatever arrangements necessary to provide equipment, etc. to safely remove these items from the roof and replace them upon completion of work. 3. Any items damaged by this Contractor's work shall be repaired or replaced by him at no cost to the Owner. B. Contractor shall include all materials and labor necessary to extend electrical conduit and wiring as may be required. C. Upon replacement of equipment after re -roofing work is complete, Contractor shall reconnect all disrupted services to same and test equipment unit prior to turning it over to Owner. 1.02 Related Work: A. Section 07 51 13 Asphalt Built -Up Roofing 1.03 Scheduling: A. Contractor shall co-ordinate this work with the Owner so as to keep the interruption of equipment operation to a minimum. Adequate lead time shall be provided. 1. Owner shall familiarize Contractor with location of controls, equipment, etc. which affect his work. PART 2 - NOT USED PART 3 - NOT USED - END OF SECTION - City of Lino Lakes Lino Lakes Fire Station #1 RSI Project #15-12120-02 Electrical Work 26 01 00-1 CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Michael Grochala MEETING DATE: January 25, 2016 TOPIC: Employment Extension for Recycling Program Intern VOTE REQUIRED: 3/5 INTRODUCTION The Council is being asked to extend the employment of the Recycling Program Intern, Aubrey Fonfara, until July 27, 2016. BACKGROUND The 2016 Community Development budget includes a Recycling Program Intern. This position was started in 2014 to assist with the recycling program development and implementation. The position is funded through the Anoka County SCORE Grant Program. The City is programmed to receive $78,618 in SCORE funds for recycling efforts. Aubrey Fonfara began a 6 month internship in August of 2015. Staff is requesting that her employment be extended through July 27, 2016. The position is for 32 hours per week at $13.00. RECOMMENDATION Approve six-month employment extension for Aubrey Fonfara through July 27, 2016. CITY COUNCIL AGENDA ITEM 6B STAFF ORIGINATOR: Keith M. Dahl, Community Development Intern MEETING DATE: January 25, 2016 TOPIC: Consideration of Resolution No. 16-02 Approving Classification of Tax Forfeited Properties VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council consideration to approve the classification of Tax Forfeited Properties. BACKGROUND Anoka County has notified the City that four parcels within Lino Lakes have gone tax forfeit to the State of Minnesota. The parcels are identified as tax parcel numbers: 19-31-22-43-0007, 19-31-22-43-0008, 19-31-22-43-0009, and 36-31-22-41-0018. Minnesota Statutes Section 282.01 subdivision 1(h) states, if a tax -forfeit property is located within the boundaries of an organized town or incorporated municipality, a classification, reclassification and sale must first be approved by the town board of the town or governing body of the municipality in which the lands are located. Three of the parcels are right of way for 2nd Avenue and staff is recommending that the City obtain the property for public road purposes. RECOMMENDATION Staff is recommending approval of Resolution No. 16-02. ATTACHMENTS 1. Resolution No. 16-02 2. Tax Forfeited Property Location Maps CITY OF LINO LAKES RESOLUTION NO. 16-02 RESOLUTION APPROVING THE CLASSIFICATION OF TAX FORFEIT PROPERTY WHEREAS, the Anoka County Board of Commissioners has prepared a list, designated as Classification List Number 2007 which describes land forfeited to the State of Minnesota pursuant to Chapter 282 of the Minnesota Statutes, and has determined that it is advisable to sell said land; and, WHEREAS, four properties within Lino Lakes, attached hereto as Exhibit A, are included in the Classification List; and, WHEREAS, the Anoka County Land Commissioner has requested the Lino Lakes City Council approve classification of the parcels. WHEREAS, three properties are part of the City's street and public stormwater management system intended for public use. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes that the classification of parcels are hereby approved and that the City respectfully requests the County Board to withhold said properties from sale. BE IT FURTHER RESOLVED, City staff is hereby authorized and directed to notify the Anoka County Land Commissioner that the City of Lino Lakes would like to obtain title to the properties, for public purposes, listed as: Parcel No. 19-31-22-43-0007 Parcel No. 19-31-22-43-0008 Parcel No. 19-31-22-43-0009 Adopted by the Council of the City of Lino Lakes this 25th day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk Exhibit A 19-31-22-43-0007 LOT 15 GOLDENS RICE LAKE TERRACE, EX RD SUBJ TO EASE OF REC 19-31-22-43-0008 LOT 16 GOLDENS RICE LAKE TERRACE, EX RD SUBJ TO EASE OF REC 19-31-22-43-0009 LOT 17 GOLDENS RICE LAKE TERRACE, EX RD SUBJ TO EASE OF REC Goldens Rice Lake Terrace - Tax Parcel Forfeit 19-31-22-43-0007 693' ' 6925 • • 17 Legend 19-31-22-43-0007 Parcel Sections State Owned I U U I I I Feet 0 40 80 160 240 320 ti Goldens Rice Lake Terrace - Tax Parcel Forfeit 19-31-22-43-0008 Legend 19-31-22-43-0008 Parcel Sections State Owned I U U I I I Feet 0 40 80 160 240 320 Goldens Rice Lake Terrace - Tax Parcel Forfeit 19-31-22-43-0009 693L' A, 15 1 waw nmssoir • • • ark i,, • • i . , r • • • • Legend 19-31-22-43-0009 Parcel Sections State Owned I U U I I I Feet 0 40 80 160 240 320 West Oaks - Tax Parcel Forfeit 36-31-22-41-0018 Legend 36-31-22-41-0018 I U U I I I Feet 0 40 80 160 240 320 CITY COUNCIL AGENDA ITEM 6C STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: January 25, 2016 TOPIC: Consider Resolution No. 16-05, Approving Payment No. 6 and Final, 21St Avenue Extension Project VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting council action to finalize the 21St Avenue Extension Project. BACKGROUND The 21St Avenue Extension Project contract was in the amount of $841,971.00 and the final payment earned by the contractor for this project is $817,418.46. Thus the contract was under budget by $24,552.54. The final payment to A-1 Excavating Inc. is for $80,910.96. This project is funded through assessments to the benefitting property owners and the City's trunk utility unit fund. The cost allocations for the assessments are through a Petition and Waiver agreement with ALino LLC., and a Joint Powers Agreement with the City of Centerville. Staff will proceed to prepare the assessments for future Council consideration. RECOMMENDATION Approve Resolution No. 16-05, Approving Payment No. 6 and Final, 21st Avenue Extension Project in the amount of $80,910.96 to A-1 Excavating Inc. ATTACHMENTS 1. Resolution 16-05 2. Pay Request No. 6 & Final CITY OF LINO LAKES RESOLUTION NO. 16-05 APPROVING PAYMENT NO. 6 AND FINAL FOR THE 21 ST AVENUE EXTENSION PROJECT WHEREAS, pursuant to resolution 14-24 of the Council adopted March 10, 2014, awarding the contract for the 21' Avenue Extension Project to A-1 Excavating Inc. WHEREAS, a complete summary of costs are detailed in Payment No. 6 (Final); NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes that Payment Request No. 6 (Final) is approved for a final contract amount of $817,418.46. Adopted by the Council of the City of Lino Lakes this 25 day of January, 2016. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member _ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk WSB 4Q Associates, Inc. Owner: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 For Period: 9/4/2015 to 1/15/2016 Contractor: A-1 Excavating, Inc. PO Box 90 Bloomer, WI 54724 Pay Voucher LINO - 21st Avenue Extension Client Contract No.: Project No.: 02029-11 Client Project No.: Date: 1/15/2016 Request No.: 6 & FINAL Prolect Summary 1 Original Contract Amount $841,971.00 2 Contract Changes - Addition $17,505.21 3 Contract Changes - Deduction• $0.00 4 Revised Contract Amount $859,476.21 5 Value Completed to Date $817,418.46 6 Material on Hand $0.00 7 Amount Earned $817,418,46 8 Less Retainage $0.00 9 Subtotal $817,418.46 10 Less Amount Paid Previously $736,507.50 11 Liquidated Damages $0,00 12 AMOUNT DUE THIS PAY VOUCHER NO. 6 & FINAL $80,910.96 I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT, THAT THE CONTRACT HAS BEEN COMPLETED, THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS SHOWN 1N THIS FINAL VOUCHER, Recommended for Approval by: WSB &Associates, Inc. Approved by Contractor: A-1 Exca ting, I ConstructObserver: Approved by Owner: City of Lino Lakes Specified Contract Completion Date: Date: 6/30/2015 Comment: Project Material Status Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Sanitary Sewer Improvements 1 2021.501 MOBILIZATION LUMP SUM $3,800.00 1 1 0 $3,800.00 2 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $30.00 10 0 0 $0.00 3 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $1,500,00 1 1 0 $1,500.00 4 2503.603 CONSTRUCT 8" OUTSIDE DROP LIN FT $150,00 45 45,5 0 $6,825.00 5 2503.603 18" PVC PIPE SEWER - SDR 26 LIN FT $73.00 1260 1196.5 0 $87,344.50 6 2503.603 TELEVISE SANITARY SEWER LIN FT $0,80 1460 1374 0 01,099.20 7 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT $23.00 235 177 0 $4,071.00 8 2506.516 CASTING ASSEMBLY EACH $545.00 4 4 0 $2,180.00 9 2506.603 CONSTRUCT 48" DIAMETER SANITARY SEWER MANHOLE LIN FT $180.00 125 129 0 $23,220.00 Totals For Section Sanitary Sewer Improvements: $130,039.70 Storm Sewer Improvements 10 2021.501 MOBILIZATION LUMP SUM $1,800.00 1 1 0 $1,800.00 11 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $24.00 10 0 0 $0,00 12 2501.515 15" RC PIPE APRON WITH TRASH GUARD EACH $930.00 5 5 0 $4,650.00 13 2501.515 18" RC PIPE APRON WITH TRASH GUARD EACH $1,020.00 3 3 0 03,060.00 14 2501.602 SKIMMER EACH $2,300.00 3 3 0 $6,900,00 15 2502.541 4" PERF PE PIPE DRAIN LIN FT $5.00 600 600 0 $3,000.00 16 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.50 80 70 0 $1,645.00 17 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $25.00 550 518 0 $12,950.00 18 2503,541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $28.00 450 345 0 $9,660.00 19 2503.602 CONNECT TO EXISTING STORM SEWER EACH $800.00 1 1 0 $800.00 20 - 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $860.00 32 29.82 0 $25,645.20 21 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3') EACH $1,400.00 4 4 0 $5,600.00 22 2506.516 CASTING ASSEMBLY EACH $520.00 7 9 0 $4,680.00 23 2511.501 RANDOM RIPRAP CLASS III - GROUTED CU YD $85.00 30 30 0 $2,550.00 24 2511.515 GEOTEXTILE FABRIC TYPE III SQ YD $7.00 80 120 0 $840,00 Totals For Section Storm Sewer Improvements: $83,780.20 Surface Improvements 25 2021.501 MOBILIZATION LUMP SUM $11,500.00 1 1 0 $11,500.00 26 2101.501 CLEARING ACRE 0500.00 1.41 1.53 0 $765.00 27 2101.506 GRUBBING ACRE $500.00 1.41 1,53 0 $765.00 28 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $2.00 240 340 0 $680.00 29 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.00 850 918 0 $918.00 30 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 170 192 0 $384.00 31 2105.501 COMMON EXCAVATION (P) CU YD $3.30 2500 5235 2735 $17,275.50 32 2105.507 SUBGRADE EXCAVATION CU YD $3.80 220 558 0 $2,120,40 33 2105.522 SELECT GRANULAR BORROW (CV) CU YD $14,80 3180 2751.6 0 $40,723.68 34 2105.523 COMMON BORROW (CV) CU YD $11.70 6000 5256.29 2223 $61,498,59 35 2105.607 POND EXCAVATION (EV) CU YD $3.80 2100 2100 0 $7,980.00 36 2112.501 SUBGRADE PREPARATION ROAD STA $75.00 13 13 0 $975.00 37 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $75.00 20 4.5 3 $337.50 38 2130,501 WATER (DUST CONTROL) M GALLONS $21.00 10 24 0 $504,00 39 2211.501 AGGREGATE BASE CLASS 5 TON $13.00 4200 4520.86 0 $58,771.18 40 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2,50 420 330 0 $825.00 41 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) TON $70.00 940 963.31 0 $67,431.70 42 2360.502 TYPE SP 12,5 NON WEARING COURSE MIXTURE (3,B) TON $70,00 940 873.19 0 $61,123.30 43 2506.522 ADJUST FRAME & RING CASTING ( SANITARY) EACH $175,00 1 1 0 $175.00 44 2521.501 6" CONCRETE WALK SQ FT $5.25 1570 1593 408 $8,363,25 45 2521,511 2,5" BITUMINOUS WALK SQ FT $2.20 8400 8576.5 0 $18,868.30 46 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $9.60 3300 3132 0 $30,067.20 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 47 2531.602 CONCRETE MEDIAN NOSE DESIGN 7113 EACH $325.00 2 2 0 $650,00 48 2531,604 7" CONCRETE VALLEY GUTTER SQ YD $65,00 20 0 0 $0.00 49 2531.618 TRUNCATED DOMES SQ FT $35.00 128 144 0 $5,040.00 50 2563.601 TRAFFIC CONTROL LUMP SUM $1,500.00 1 1 0 $1,500.00 51 2563.602 TYPE III BARRICADES EACH $150.00 14 8 0 $1,200.00 52 2564.531 SIGN PANELS TYPE C SQ FT $35.00 30 30 30 $1,050.00 53 2564.602 PAVEMENT MESSAGE (THRU ARROW) EPDXY EACH $150.00 2 5 0 $750,00 54 2564.602 SALVAGE AND REINSTALL SIGN EACH $100.00 1 1 0 $100.00 55 2565,616 REVISE SIGNAL SYSTEM SYS $12,000.00 1 1 0 $12,000,00 56 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.40 3500 3400 0 $4,760.00 57 2573,530 STORM DRAIN INLET PROTECTION EACH $80.00 11 9 0 $720.00 58 2573,602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $400,00 1 1 0 $400.00 59 2573.603 BIOROLL LIN FT $5,50 100 100 0 $550.00 60 2575.502 SEED MIXTURE 260 POUND $6.00 110 110 0 $660.00 61 2575,502 SEED MIXTURE 310 POUND $7.00 70 70 0 $490.00 62 ` 2575,505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $3.40 1900 750 0 $2,550.00 63 2575,511 MULCH MATERIAL TYPE 1 TON $210.00 10 10 0 $2,100.00 64 2575.519 DISK ANCHORING ACRE $100.00 1,6 0 0 $0.00 65 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1,20 3900 3600 0 $4,320,00 66 2575.605 SEEDING (INCL. TOPSOIL & FERTILIZER) ACRE $2,800.00 2.4 2.4 0 $6,720.00 67 2582.501 PAVEMENT MESSAGE (LEFTARROW) PAINT EACH $100.00 2 2 0 $200.00 68 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH $100,00 3 3 0 $300.00 69 2582.501 PAVEMENT MESSAGE (THRU ARROW) PAINT EACH $100.00 2 3 0 $300,00 70 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH $150.00 3 4 0 $600.00 71 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $150.00 2 2 0 $300.00 72 2582.502 4" SOLID LINE WHITE-PAINT LIN FT $0.50 530 466 0 $233,00 73 2582.502 4" SOLID LINE YELLOW-PAINT LIN FT $0,50 400 0 0 $0.00 74 2582.502 4" DOUBLE SOLID LINE YELLOW-PAINT LIN FT $1.00 1860 977 0 $977.00 75 2582.502 4" DOUBLE SOLID LINE WHITE-EPDXY LIN FT $0.75 530 341 0 $255.75 76"' 2582.502 4" DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.75 200 0 0 $0,00 77 2582.502 4" DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.75 1860 934 0 $700.50 Totals For Section Surface Improvements: $441,477.85 Watermain Improvements 78 2021.501 MOBILIZATION LUMP SUM $1,800.00 1 1 0 $1,800.00 79 2104.523 SALVAGE GATE VALVE & BOX EACH $200.00 2 2 0 $400.00 80 2104.523 SALVAGE HYDRANT EACH $250.00 2 2 0 $500.00 81 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $24.00 10 0 0 $0,00 82 2504,602 CONNECT TO EXISTING WATER MAIN EACH $600,00 2 2 0 $1,200.00 83 2504.602 HYDRANT EACH $3,350.00 4 4 0 $13,400,00 84 2504.602 6" GATE VALVE AND BOX EACH $1,325.00 4 4 0 $5,300.00 85 2504.602 8" GATE VALVE AND BOX EACH $1,775.00 5 4 0 $7,100.00 86 2504.602 16" GATE VALVE AND BOX EACH $6,475,00 2 1 0 $6,475,00 87 2504,602 INSTALL SALVAGED HYDRANT EACH $450,00 1 1 0 $450.00 88 2504,602 INSTALL SALVAGED GATE VALVE AND BOX EACH $200.00 1 1 0 $200.00 89 2504,603 6" WATER MAIN-DUCT IRON CL 52 LIN FT $27.00 124 132 0 $3,564.00 90 2504.603 8" WATER MAIN-DUCT IRON CL 52 LIN FT $34.00 120 198 0 $6,732,00 91 2504,603 8" WATER MAIN-PVC C900 LIN FT $17.50 450 446 0 $7,805.00 92 2504.603 16" WATER MAIN-DUCT IRON CL 52 LIN FT $63.00 1300 1189 0 $74,907.00 93 2504.608 DUCTILE IRON FITTINGS POUND $4.50 4600 3285 0 $14,782.50 Totals For Section Watermaln Improvements: $144,615.50 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Work Order 1 94 98183 ADD 8 X 6 REDUCER LUMP SUM $736.50 1 1 0 $736.5Q Totals For Work Order 1: $736.50 Work Order 2 95 98184 LOCATE 21" STUB OUT OF MH LUMP SUM $1,795.50 1 1 0 $1,795.50 Totals For Work Order 2: $1,795,50 Work Order 3 96 98185 INSTALL TOPSOIL LUMP SUM $6,930.00 1 1 0 $6,930.00 Totals For Work Order 3: $6,930.00 Work Order 4 97 98225 PAINTING ZEBRA STRIPES EACH $86.40 16 16 0 $1,382.40 Totals For Work Order4: $1,382.40 Work Order 5 98 98226 PAINT DIAGONAL CROSS SF $5.50 24 24 0 $132.00 . Totals For Work Order 5: $132.00 Work Order 6 99 98374 CUTE DITCH BETWEEN PONDS LUMP SUM $1,258.00 1 1 0 $1,258,00 Totals For Work Order 6: $1,258.00 Work Order 7 100 98375 MILL AND PATCH ASPHALT CRACK LUMP SUM $1,575.00 1 1 0 $1,575.00 Totals For Work Order 7: $1,575.00 Work Order 8 101 98699 SPRINKLER SYSTEM REPAIR AND INSTALLATION LS $3,695.81 1 1 1 $3,695,81 Totals For Work Order 8: $3,695.81 Project Totals: $817,418.46 Project Payment Status Owner: City of Lino Lakes Client Project No.: Client Contract No.: Project No.: 02029-11 Contractor: A-1 Excavating, Inc. tract Cha No. Type Date Description Amount WO3 Work Order 6/19/2015 Install topsoil in ditch along Metro Transit as requested by City Engineer $6,930.00 WO1 Work Order 6/19/2015 Add 8x6 reducer $736.50 WO2 Work Order 6/19/2015 Locate 21" stub @ 85' out of MH $1,795,50 WO4 Work Order 7/21/2015 ADDED PAINTING - ZEBRA STRIPES AT "T" $1,382.40 WO6 Work Order 9/3/2015 Cut Ditch on East Side of Road between 2 ponds. $1,258.00 WO8 Work Order 1/15/2016 Sprinkler system repair and installation $3,695.81 WO7 Work Order 9/3/2015 Mill and patch crack in Asphalt from utilities lack of compaction $1,575,00 WO5 Work Order 7/21/2015 PAINTING DIAGONAL CROSS $132.00 Change Order Totals: $17,505.21 Payment Summar No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certifled Per Payment Total Work Certified 1 6/23/2014 7/18/2014 $273,284.12 $273,284.12 $14,383.38 $14,383,38 $287,667.50 $287,667.50 $287,667.50 2 7/19/2014 8/18(2014 $210,335.48 $483,619.60 $11,070.28 $25,453.66 $509,073.26 $221,405,76 $509,073.26 3 8/19/2014 10/31/2014 $152,314.20 $635,933.80 $8,016.54 $33,470,20 $669,404.00 $160,330,74 $669,404.00 4 : - 1 11/1/2014 6/22/2015 $29,218.86 $665,152,66 $1,537,84 $35,008.04 $700,160.70 $30,756.70 $700,160.70 5 6/23/2015 9/3/2015 $71,354.84 $736,507,50 $3,755,51 $38,763,55 $775,271.05 $75,110,35 $775,271.05 6 & FINAL 9/4/2015 1/15/2016 $80,910.96 $817,418.46 ($38,763.55) $0.00 $817,418,46 $42,147.41 $817,418.46 Payment Totals: $817,418.46 $0.00 $817,418.46 $817,418.46 Proiect Summary Material On Hand: Total Payment to Date: Total Retainage; Total Amount Earned: $0.00 $817,418.46 $0.00 $817,418.46 Original Contract: Contract Changes: Revised Contract: $841,971.00 $17,505.21 $859,476.21