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06-07-2017 JWC Agenda Packet �.�� ..�^ Golden Valiey�Crystal•New Hope AGENDA JOINT WATER COMMISSION June 7, 2017—1:30 pm City Council Conference Room Golden Valley City Hall 1. Call to Order 2. Approval of Minutes—April 2017 3. 2018—2022 Joint Water Commission Capital Improvement Projects (Virnig) 4. Approve the Crystal Pump Station Reroof Contract with Central Roofing Company (Kloepper) 5. Approve Supplemental Agreement No 10 with Hennepin County for the County State Aid Highway 9 project (R.J.) 6. Approve Notice to Proceed with Hennepin County Transportation Department for the County State Aid Highway 9 Project (R.J.) 7. DeCola Update (Oliver) 8. TAC Update (Kakach) 9. Other Business— Reschedule July 2017 Meeting 10. Adjournment This document is available in alternate formats upon a 72-hour request. Please call 763-593-8006(TTY: 763-593-3968)to make a request. Examples of alternate formats may include large print,electronic, Braille,audiocassette,etc. JOINT WATER COMMISSION MINUTES Golden Valley-Crystal - New Hope Meeting of April 5, 2017 The Golden Valley—Crystal—New Hope loint Water Commission (JWC) meeting was called to order at 1:30 pm in the City of Golden Valley Council Chambers. Commissioners Present Anne Norris,City Manager, Crystal Kirk McDonald, City Manager, New Hope Tim Cruikshank, City Manager, Golden Valley Staff Present Marc Nevinski, Physical Development Director, Golden Valley Sue Virnig, Finance Director, Golden Valley Bernie Weber,Acting Public Works Director, New Hope Randy Kloepper,Water Superintendent, Crystal Dave Lemke, Utilities Supervisor, New Hope Mark Ray, Director of Public Works/City Engineer, Crystal 1oe Hansen, Utilities Supervisor Tom Hoffman,Water Resources Technician Approval of Minutes—Februarv 1,2017 Moved by McDonald seconded by Cruikshank to approve the minutes of the February 1, 2017 Joint Water Commission Meeting. Motion carried. March 1, 2017 JWC Meeting Cancelled due to lack of agenda. Election/Appointment of Offices to the Joint Water Commission Chairperson,Vice Chairperson and Secretary/Treasurer. Moved by Cruikshank seconded by McDonald to reappoint all Joint Water Commission Offices. Motion Carried. Solar Presentation Staff from the City of Golden Valley has worked with Sundial Solar to identify and implement solar panel installations through the City of Golden Valley. One of the sites identified as a possible location of the installation of solar panels is the Golden Valley Reservoir.The loint Water Commission owns the reservoir and the Minneapolis Park and Recreation Board (MPRB)owns the land. The reservoir site would include installing approximately 12 rolls of panels providing approximately 780,000(DC watts) annually.The panels would face north/south on the reservoir and range in height from 6 to 8 feet tall at the north end to about 3 to 4 feet tall on the south end of each row.The panels will be similar to the panels installed on the Golden Valley City Campus buildings; however the panels will be installed at a lower angle to catch more direct light.This will also reduce the amount of light that is reflected and potentially seen by neighboring properties.The underlying and surrounding area would then be seeded with low maintenance native plantings.Access will be left to keep maintenance operations of the reservoir open. Staff will work closely with neighboring property owners to address possible concerns. There are no costs to the JWC to install panels on the reservoir.The investor will own and maintain the panels for a period of 25 years.After the first six years,the JWC will have the option to buy and own the solar array. If, after 25 years,the JCW opts not to purchase the panels,the investor must remove them at their own costs. The City will purchase directly from the investor all energy produced by the solar arrays. Any additional energy needed would be purchased from Excel Energy.The rate that the investor charges is lower than Joint Water Commission April 5,2017 Page 2 of 3 The City will purchase directly from the investor all energy produced by the solar arrays.Any additional energy needed would be purchased from Excel Energy.The rate that the investor charges is lower than the rate from Excel;therefore every kilowatt hour of electricity purchased from the solar investor generates savings to the City.The City pays$.075 to Excel for energy and will only be charged $.055 from the investor.The city will also receive a solar credit from Excel on all energy produced. If the project proceeds,the energy would be directed to power the reservoir operations.This would save the JWC approximately$17,000 in the first year and will increases thereafter. The TAC has reviewed the project and recommends moving forward with final design of the solar array and structural analysis of the reservoir.Any of the TAC's minor concerns will be addressed during final design of the project.The Commission requested copy of contract to be included in next month's packet. Award the CIP Proiect.Trunk Valve Replacement(#14-027) 32"d and Louisiana Valve Reqlacement Proiect-Crystal Staff reviewed the following quotes received for the Trunk Valve Replacement Project. PIPE MATERIALS: HD Supply Waterworks $ 4,025.57 Ferguson Waterworks $ 5,792.22 CONTRACTOR: Valley-Rich Company $14,200.00 United Water&Sewer $15,700.00 PCCP TO DUCTILE IRON PIPE ADAPTERS Forterra $4,025.57 (Plus shipping) NOTE: Forterra is the only supplier of the adapters. Moved by McDonald seconded by Norris to award the CIP Project,Trunk Valve Replacement(#14-027), 32"d and Louisiana Valve Replacement Project—Crystal to HD Supply Waterworks. Motion carried. TAC Update • Arc Flash: Waiting on reports. • Elevated Tower Inspection:TAC requesting to budget$360,000 annually for a 10 year replacement schedule. • Reservoir Work: Fall construction. • Tower Security: New Hope to provide updated quotes. • PCCP Analysis Update.All functioning valves will be replaced based on ranking of pipe • 2017—2021 CIP #14-027:Trunk Valve Replacement.Will replace based off of Geodatabase finings. #15-006: Install 48-Inch gate valve at Golden Valley Reservoir. Scheduled for 2018. #16-006: Inspect and Clean Reservoirs. Will obtain agreements in 2017 #16-012: Replace intake valve at Reservoir.Crystal will complete in 2017 #17-002 Rehab PCCP Pipe. Funds from Gate valve replacement. Joint Water Commission April 5,2017 Page 3 of 3 Next Meetin� The next meeting is scheduled for May 3, 2017 at 1:30 pm in the Golden Valley Council Conference Room. CANCELLED DUE TO LACK OF AGENDA. The next meeting is scheduled for June 7, 2017 at 1:30 pm in the Golden Valley Council Conference Room. Adiournment Moved by McDonald seconded by Cruikshank to adjourn meetir�g. Motion carried. Chair Norris adjourned the meeting at 3:00 pm. } ,:, C ir Anne o ris ATTEST• Sue Schwalbe, Recording Secretary City of Golden Valley, Minnesota Capital Plan 2018 t� 2022 PROJECTS BY DEPARTMENT Department Project# 2018 2019 2020 2021 2022 Total �Joint Water Commission � Replace Trunk Valves-GV,CRY,NH 14-027 180,000 180,000 780,000 180,000 180,000 900,000 SCADA Updates 14-029 35,000 35,000 70,000 NoRh Tower Blast and Repaint-New Hope 15-003 275,000 275,000 Install 48"Gate Valve at the JWC Reservoir 15-006 80,000 80,000 Replacements at Pump Station-Golden Valley 16-001 120,000 120,000 120,000 360,000 South Tower Blast and Repaint-New Hope 16-004 10,000 1,602,000 1,612,000 Inspect and Clean Reservoir-Crystal;Golden Valley 16-006 45,000 45,000 54th Avenue Water Main-New Hope 16-008 720,000 720,000 Replacements at Pump Station-Crystal 17-003 180,000 180,000 360,000 Rehab PCCP Pipe-GV,CRY,NH 17-004 10,000 10,000 10,000 10,000 10,000 50,000 Water Supply Plan 17-005 60,000 60,000 Replace Swampcoolers 19-001 40,000 40,000 Effluent Meters at Reservoir 19-002 75,000 75,000 150,000 Joint Water Commission Total 845,000 445,000 1,952,000 955,000 525,000 4,722,000 GRAND TOTAL 845,000 445,000 1,952,000 955,000 525,000 4,722,000 City of Golden Valley, Minnesota Capital Plan 2018 thru 2022 PROJECTS BY FUNDING SOURCE Source Project# 2018 2019 2020 2021 2022 Total Joint Water Commission � Replace Trunk Valves-GV,CRY,NH 14-027 180,000 180,000 180,000 180,000 180,000 900,000 SCADA Updates 14-029 35,000 35,000 70,000 North Tower Blast and Repaint-New Hope 15-003 275,000 275,000 Instail48"Gate Valve at the JWC Reserooir 15-006 80,000 80,000 Replacements at Pump Station-Golden Vafley 16-001 60,000 60,000 60,000 60,000 60,000 300,000 South Tower Blast and Repaint-New Hope 16-004 544,000 534,000 534,000 1,612,000 inspect and Clean Reservoir-Crystal;Golden Vailey 16-006 45,000 45,000 54th Avenue Water Main-New Hope 16-008 240,000 240,000 240,000 720,000 Replacements at Pump Station-Crystai 17-003 60,000 60,000 60,000 60,000 60,000 300,000 Rehab PCCP Pipe-GV,CRY,NH 17-004 10,000 10,000 10,000 10,000 10,000 50,000 Water Supply Plan 17-005 60,000 60,000 Replace Swampcoolers 19-001 40,000 40,000 Effluent Meters at Reservoir 19-002 75,000 75,000 150,000 Joint Water Commission Total 1,379,000 1,159,000 1,124,000 595,000 345,000 4,602,000 GRAND TOTAL 1,379,000 1,159,000 1,124,000 595,000 345,000 4,602,000 Capital Plan 2018 rhYu 2022 Department Joint Water Commission City of Golden Valley, Minnesota conte�t Project# j4-02'] TJ'PQ Unassigned ;� i, [Iseful Life I proie��Neme Replace Trunk Valves -GV, CRY,NH _ _ ! Category Water Infrastructure Description Replace hunk valves that do not operate and/or close completely. This will be a combined project for cost efficiencies. LOCATION:Golden Valley,Crystal,New Hope Actua]replacemenbrepair will occur in 20l 7&2019.Each valve is$60,000. Justification Replace trunk valves that are not fully operationa]or operated properly so that the portions of the JWC watermain system can be shut down for repair.Replace three valves every year prioritized based on the PCCP Analysis GIS Date to better isolate main lines with highest critically. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 180,000 180,000 180,000 180,000 180,000 900,000 Total 180,000 180,000 180,000 780,000 180,000 900,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 180,000 180,000 180,000 180,000 180,000 900,000 Total 180,000 180,000 180,000 180,000 180,000 900,000 Capital Plan 2018 chru 2022 Department Joint Water Commission City of Golden Valley, Minnesota co„ra�t I Project# iQ-Q29 ! Type Unassigned � Useful Life �Project Name SCA�A tJPdateS I - Category Water Infrastructure Description Replace Supervisory Control and Data Acquisition(SCADA)Computers and Software Upgrades, Jusdficafion The SCADA System is five years old and needs to be updated.This system monitors the flows and infrastructure systems needed for a drinking water supply system. Expenditures 2018 2019 2020 2021 2022 Total , Infrastructure Improvements 35,000 35,000 70,000 Total 35,000 35,000 70,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 35,000 35,000 70,000 Total 35,000 35,000 70,000 Capital Plan 2018 ah,-u 2022 Department Joint Water Commission City of Golden Valley, Minnesota co„ta�t j Project# j$-QQ3 Type Unassigned Useful Life ' Project Name NOI't�l Z'OWCP BIaSt Sri(�RCPalrit-NCW HOpC ', Category Water Infrastructure Description Interior and Exterior sri-ucture repairs to Elevated North Tower,along witb blasting and repaint. Justlfication After careful site investigation,the North Tower interior wet area needs to be blasted and repainted. LOCATION: New Hope Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 275,000 275,000 Total 275,000 275,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 275,000 275,000 Total 275,000 275,000 Capital Plan 2018 rh,u 2022 Department Joint Water Commission City of Golden Valley, Minnesota co„ta�� 1 Project# j5-QQ( � Type Unassigned I Useful Life ',�proie��Name Instal148" Gate Valve at the JWC Reservoir - - Category Unassigned Description Install 48"valve on the Minneapolis 48°main that delivers water to the JWC Golden Valley Reservoir. Jusfification Instal]ation of a 48"main will ensure delivery of water from Minneapolis from either direction to allow for increased insurance of water to the reservoir site. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 80,000 80,000 Total 80,000 80,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 80,000 80,000 Total 80,000 80,000 Capital Plan 2018 rh� 2022 Department Joint Water Commission City of Golden Valley, Minnesota ca„ta�t ��Project# 1(-001 . _ � TYPe Unassigned i � Useful Life Project Name Replacements at Pump Station-Golden Valley Category Unassigned Descripfion Replace two pumps,motors and motor starters at Joint Water Commission-Golden Valley pump station Justificafion Continue with pump,motor,and motor starter upgrades at the Joint Water Commission-Golden Valley pump station.Two of the four remaining pumps are 50 years old and need to be upgraded. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 120,000 120,000 120,000 360,000 Total 120,000 120,000 120,000 360,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 60,000 60,000 60,000 60,000 60,000 300,000 Total 60,000 60,000 60,000 60,000 60,000 300,000 Capital Plan 2018 rh,-,,� 2022 Department Joint Water Commission City of Golden Valley, Minnesota Contact � Pro ect# Type Unassigned i 16-004 � Useful Life ! Proie��Name South Tower Blast and Repaint-New Hope I ' . Category Unassigned Description Interior and Exterior structure repairs to Elevated South Tower,along with blasting and repaint.An insoection in 2018 will be done. Jush�cation After careful site investigation,the South Tower needs to be blasted and repainted. LOCATION: New Hope Actual work to be done in 2019. Expenditures 2018 2019 2020 2021 2022 Total Planning/Design 10,000 10,000 Infrastructure Improvements 1,602,000 1,602,000 Total 10,000 1,602,000 1,612,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 544,000 534,000 534,000 1,612,000 Z'o� 544,000 534,000 534,000 1,612,000 Capital Plan 2018 th,-u 2022 Department Joint Water Commission City of Golden Valley, Minnesota con�a�t !Project# 1(-Q�( �� ' TYpe Unassigned ;Project Name Inspect and Clean Reservoir-Crystal; Golden Valley ' usef�i L�fe ` _ Category Water Infrastructure Description Clean and inspect reservoirs at Crystal(2017)and Golden Valley(2021). Justification Periodically concrete reservoirs require shuctural inspection and cleaning. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 45,000 45,000 Total 45,000 45,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 45,000 45,000 Total 45,000 45,000 Capital Plan 2018 thYu 2022 Department Joint Water Commission City of Golden Valley, Minnesota Contact I Project# j(-Q�$ Type Unassigned � � Useful Life Project Name 54th Avenue Water Main-New Hope cacegory Water Infrastructure Descripfion Directional drill water main down 54th Avenue from Boone Avenue to Winnetka Avenue in New Hope. Justification Existing water main is a concrete pipe that needs to be replaced. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 720,000 720,000 Total 720,000 720,000 Funding Sources 2018 2019 2020 2021 2022 Total JointWaterCommission 240,000 240,000 240,000 720,000 Total 240,000 240,000 . 240,000 720,000 Capital Plan 2018 ch,-u 2022 Department Joint Water Commission City of Golden Valley, Minnesota co„ta�t '�Project# j']-��3 TYPe Unassigned Useful Life ,rro�e��Name Replacements at Pump Station-Crystal , category water�rrastn,ot�re Description Replacement of the 300 hp motor,pump and motor starter for Pump#3 at the Crystal Pump Station with a new energy efficient motor,pump and "soft start"starter. LOCATION: Crystal Actual replacement will be in 2019. Justificafion The current motor and pump were installed in 1963.They will be replaced with an energy efficient motor to reduce electrical demand at the station and the installation of a"soft start"starter will allow the motor to ramp up to full operating speed decreasing stress on the motor. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 180,000 180,000 360,000 Total 180,000 180,000 360,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 60,000 60,000 60,000 60,000 60,000 300,000 Total 60,000 60,000 60,000 60,000 60,000 300,000 Capital Plan 2018 rh,-u 2022 Department Joint Water Commission City of Golden Valley, Minnesota Contact _ _ ' Type Unassigned Project# 17-004 Useful Life 'Project Name Rehab PCCP Pipe-GV, CRY,N� � Category Unassigned Description Based on the 2016 Study and Analysis of the Joint Water cities PCCP condition assessment certain projects will be need to be periodically tested. Justification Testing of the pipes will allow staff to plan for large replacement projects based on the results of the testing. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 10,000 10,000 10,000 10,000 10,000 50,000 Total 10,000 10,000 10,000 10,000 70,000 50,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 10,000 10,000 10,000 10,000 10,000 50,000 Total 10,000 10,000 10,000 70,000 10,000 50,000 Capital Plan 2018 rhru 2022 Department Joint Water Commission City of Golden Valley, Minnesota � conre�t Type Unassigned Project# 17-�05 �� Useful Life i � , Project Name Water Supply Plan category Unassigned Description Develop a water supply plan for the JWC that each City can utilize for their individual comprehensive plan updates. Jusfification Metropolitan cities are required to prepare and submit comprehensive plans every ten years.The updated plans must be completed by September 2018.An update will be needed every ffive years. Expenditures 2018 2019 2020 2021 2022 Total Planning/Design 60,000 60,000 Total 60,000 60,000 Funding Sources 2018 2019 2020 2021 2022 Totai Joint Water Commission 60,000 60,000 Total 60,000 60,000 Capital Plan 2018 rhYu 2022 Department Joint Water Commission City of Golden Valley, Minnesota Contact _ _ _ _ . _ ' Type Unassigned Project# 19-��1 ', Useful Life ! r�o�e�r Name Replace Swampcoolers '�� Category Unassigned Description Replace swamp coolers at the Crystal pump station. Justification The swamp coolers at the Crystal pump station provide the cooling of the interior of the pump room and were installed in 1963 and are reaching the end of their life cycle. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 40,000 40,000 Ta� 40,000 40,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 40,000 40,000 Ta� 40,000 40,000 t Capital Plan 2�1g thru 2�22 Department JointWaterCommission City of Golden Valley, Minnesota conta�r _ Type Unassigned I Project# 19-��2 Useful Life li Project Name Eftluent Meters at Reservoir I Category Unassigned Description Install meters on the effluent pipes leaving the Golden V alley Reservoir. Justification Currently,there is no way to monitor how much water is leaving the reservoir,other than by estimating the draw down on the tank levels.Effluent valves would allow for accurate readings that could be tied into the SCADA system. Expenditures 2018 2019 2020 2021 2022 Total Infrastructure Improvements 75,000 75,000 150,000 Total 75,000 75,000 150,000 Funding Sources 2018 2019 2020 2021 2022 Total Joint Water Commission 75,000 75,000 150,000 Total 75,000 75,000 150,000 E� 4141 Douglas Drive North• Crystal,Minnesota 55422-1696 F � Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.ci.crystal.mn.us � CITY eof �CRYSTAL mm� �; .e e }�� `` Crystal Pump Station Reroofing Quotes were received for the reroofing of the Crystal pump station, replacement of roof hatches, and upgrading of the ventilation in the pump room and the control room. Roof and hatch replacement Central Roofing Company-$51,210.00 Berwald Roofing Company-$56,372.00 Ventilation improvements UHL-$11,300.00 Harris Service-$22,465.00 This project is one of the projects in the JWC 2017 budget, $90,000.The pump station roof was (ast replaced in 1985.There currently is very limited ventilation in the pump room none in the control room so with this project we will integrate the replacement of the roof hatches with the installation of an exhaust fan and inlet air damper in the pump room and mini split air conditioning unit in the control room to replace the window air conditioner currently there. I recommend we accept the quotes from Central Roofing Company for the reroofing and hatch replacement, $51,210.00 and UHL for the ventilation upgrades, $11,300.00. Copies of the quotes are attached. Randy Kloepper, Utilities Superintendent. City of Crystal r � - ��E ��<`� ; �',,., �� .,. ' • � • ' � ' " � - ; -Since 1929- k �� Apnl 6, 2017 � �� 4 Brad Fortin, Parks and Facilities Superintendent �� City of Crystal ` � �,,,� ��, ' 5001 W. Broadway Ave. �� ;��%= Crystal, MN 55429 u �. :'� RE: Re-roofing of Pump House located at 4121 Brunswick Ave, Crystal, MN The undersigned proposes to furnish all labor, materials, and equipment as noted below in a workmanlike manner: SPECIFICATIONS: General Conditions 1. Set up at site. Protect building from debris and secure work area. 2. Build scaffold platform for adequate access to building. 3. Secure required building permits. 4. Provide a temporary toilet facility for roofing and sheet metal crews. Demolition 5. Vacuum and remove loose gravel from the roof. 6. Remove the existing roof inembrane down to the insulation. Replace wet, damaged or deteriorated insulation at unit price listed below. 7. Cut and remove existing perimeter gravel stop. 8. Haul away all roofing debris and clean site as necessary. Deck 9. Install 1.5" Nail Base mechanically fastened to the existing deck. Insulation 10. None Carpent 4550 Main Street NE - Minneapolis, MN 55421 (763)572-0660- Fax(763)572-0230 www.centralroofing.com �r ' � � � 1��i : -Since 1929- 11. Install additional perimeter wood blocking as necessary to equal thickness of new insulation system. 12. Build up existing curbs to ensure a minimum of 8" vertical rise above roof inembrane. Roofi n Nail GAF Timberline HD roofing system to the 1.5" Nail Base according to GAF's recommendation. Sheet Metal 13. Fabricate and install new prefinished galvanized iron gravel stop at roof perimeter. New gravel stop will overlap existing fascia. 14. Fabricate and install new prefinished galvanized gutter apron. � �,� „ ;� , ,,�,,,, ��% ��, %� � � �� —�; ,� ,.;�`�fr'�„ �>r ., , F;� .% ri r�F ,z.;`�',r.r�li"�"�%' �� r s �"'��,...�,"r ,W,✓ �`d��-,,,�� jr�`� . �..'�"`. "�w.�:�:�,�,LµX 9 w „��t',.�r,t . � ry�� t � ��i� f� - f: rf" �, ��,� �///f n/f i f ��'� ' �Ju��i�i�`�oi/ � € �l'� � ,�r�s�r��i,` S..', � '��/�.�f �l11/i" /`'�''n� 15. Closest match metal of prefinished galvanized iron to be 24 gauge and shall be chosen from a Firestone's standard color chart. Warrant 16. Furnish a GAF System Plus warranty. 17. Furnish a standard Central Roofing Company two year guarantee 18. We carry worker's compensation, property damage and public liability insurance. Contract Price All of the above work will be provided for the sum of 36 620.00. UNIT PRICE 4550 Main Street NE - Minneapolis, MN 55421 (763)572-0660- Fax(763)572-0230 www.centralroofing.com • � . � � � �r � � � l -Since 1929- 19. In addition to above, replace wet/damaged/deteriorated existing insulation at the unit price of $0.99 per board foot. 20. In addition to the above, repair or replace unsuitable structural deck at the unit price of $12.50 per square foot. OPTIONS 21. Replace 5 existing hatches—Add $12.590.00 22. Install Malarkey Windsor SBS shingle roofing system for the sum of 38 620.00 Acceptance � �� • �� By signing this Contract, the Purchaser accepts all of its terms and conditions: 1. PAYMENT TERMS. Payment of the Contract Price, shall be made monthly upon receipt of an invoice for portion of the Work performed during that month. If any invoice remains unpaid to the 20th day following receipt by Customer, Customer agrees to pay Contractor interest at the rate of ten percent (10%) per annum from the due date until paid. 2. TAXES. Contractor's price includes applicable taxes imposed on the work or materials included in this contract, to the extent required by law to be collected by Contractor. Such taxes may be separately itemized on invoices. 3. SECURITY FOR PAYMENT. Customer understands that if Contractor is not paid it can assert a lien against the property. Contractor will issue waivers of its lien rights only to the extent it receives payment. 4. RIDER. Understands and agrees to all items and clarifications within RIDER #1(Attachment) 5. PERMIT. City needs to approve roof design as described above for this contract to be valid. The offer of this Contract shall expire automatically unless Customer delivers a properly authorized and signed copy to Central Roofing Company before the 30th day after the date shown above. No modification by Customer shall become a part of this Contract unless specifically agreed to in writing by Central Roofing Company. Date Accepted: Central Roofing Company 4550 Main Street NE - Minneapolis, MN 55421 (763)572-0660- Fax(763)572-0230 www.centralroofing.com . .-. y ■ � � � � e � � 1 •�I�� DigitallysgnetlbyHennGertnain . �ON:C=US, E=hqermain@centralroof ng.com, �GentralRooflnq Compeny, Henri Germain�N=He��e�ma�� . Location�.0lfce � fteason:i am approving Ihis document B�' �y, Date�2b71.04.06 12'.14�.04-05'00' Henri Germain Title: Title: Project Manager 4550 Main Street NE - Minneapolis, MN 55421 (763)572-0660- Fax(763)572-0230 www.centralroofing.com L w ' ' � � � ' � � -Since 1929- RIDER#1 ASBESTOS/HAZARDOUS SUBSTANCE The owner warrants that there are no asbestos containing materials present in or on the building that could be effected in the performance of this work under contract. Contractor's scope of work shall not include the identification, detection, abatement, encapsulation, removal and/or disposal of asbestos or other hazardous substances. If contractor encounters or disturbs in any way any such products or materials in the course of perForming its work, or if such hazardous materials are encountered by any other firm perForming work at the job site and contractor determines that such materials present a hazard to its employees, contractor shall have the right to discontinue its work and remove its employees from the job site until such products or material, and any hazards connected therewith, are located and abated, encapsulated or removed, or it is determined that no hazard exists (as the case may require), and contractor shall receive an extension of time to complete its work hereunder and compensation for delays or other additional costs encountered as a result of such situation or correction. (This is required by our insurance company). MECHANICAL AND OTHER ROOFTOP EQUIPMENT If, in order for Central Roofing Company (CRC) to perForm its work under this contract, it becomes necessary to disconnect, remove, relocate or otherwise deal with any mechanical or other equipment located on the deck or other surface on which CRC's work is to be performed, Owner to Owner's agent shall provide for the disconnection, removal , relocation, or other appropriate action with respect to such mechanical or other equipment and further, shall provide for the reconnection, replacement or relocation of such mechanical or other equipment following completion of CRC's work. CRC shall have no responsibility with respect to any such rooftop equipment. MOLD Moisture that has entered into the building prior to our installation or repair of the roofing system may result in mold growth. We disclaim any and all responsibility for damages to persons or property arising from or relating to the presence of mold in the building. By executing the contract to which this Notice is affixed, Owner 1) releases us from any and all claims Owner and Owner's a) family members, b) employees, c) tenants or d) any other building occupants may have as a result of such mold growth and 2) agrees to hold us harmless from any and all penalties, actions, liabilities, costs, expenses and damages arising from or relating to the presence of mold in Owner's building. 4550 Main Street NE - Minneapolis, MN 55421 (763)572-0660- Fax (763)572-0230 www.centralroofing.com � 9065 Zachary Lane N. pR�pQ,Sf�ji, Maple Grove,MN 55369 Proposal#:JT1750 Date: 5/1/2017 To: City of Crystal Project: Crystal Pump House Office 4141 Douglas Dr N Mini Split Crystal,MN 55422 Attention: Brad Fortin We propose to provide and install a new 12mbh 115v Fujitsu Minisplit for the Pump House office area. Installation, high voltage and low voltage wiring is included. All material is guaranteed to be as specified, and the above work to be completed in a substantial workmanlike manner for the sum of: $5,400 T&M Not to Exceed Any alteration or deviation from above specifications involving extra cost will be executed only upon written order and will become an extra charge over and above the estimate. This proposal is valid for 30 days. Respectfully submitted: ,�im Tchy Account Manager ACCEPTANCE OF PROPOSAL The prices, specifications and additional Terms and Conditions set forth on the next page of this proposal are satisfactory and are hereby accepted. You are authorized to do work as specified. Payment will be made as outlined herein. Accepted by: Name(print): Title: Company Name: � Date: Page 1 of 2 Uhl Company,Inc.—Terms and Conditions of Service 1. Uhl Company will use competent personnel and state of the art equipment to perform its work in a timely and professional manner. 2. Uhl Company warrants it is covered by Worker's Compensation insurance, general liability insurance, automobile liability insurance, and excess liabiliry policies. Certificates for all such insurance policies will be provided to you upon written request.You�vill carry Builder's Risk with full owner and contractor coverage's and other necessary insurance for the project. 3. Payment is due within 30 days of Uhl Company's invoice date. Interest shall accrue on any unpaid balance at a rate of 1.5% per month.Acceptance by Uhl Company of partial payments shall not constitute any release of collection or lien rights. 4. In the event of your default, Uhl Company will give 10 days notice to cure. If you remain in default, Uhl Company may terminate this agreement and recover the balance due. You will pay ail expenses, damages and cost, inchiding reasonable attorney's fees,incurred by Uhl Company in collecting the outstanding debt. 5. If, for any reason,you direct a cessation of the work on all or any part of the project,Uhl Company shall be paid at least f'or the portion of its work completed at the time of cancellation,including all expenses incurred by Uhl Coinpany. 6. Unless otherwise specified in the proposal,Uhl Company will not furnish any performance or material payment bond. 7. All repair labor is guaranteed for 90 days(except in the case of compressor replacements which carry a thirty day warranty), while materials and parts are warranted per manufacturer specifications. Warranties do not apply where failure is a result of faulty installation or abuse,or incorrect electrical connections or alterations made by others,or use under abnormal operating conditions or misapplication of the products and parts. Uhl Company makes no other warranty expressed or implied;and any implied warranty of inerchantability or fitness for a particular purpose which exceeds the foregoing is hereby disclaimed by Uhl Company and excluded from any agreement made by acceptance of an order pursuant to this proposal. Under no circumstance shall Uhl Company be liable for prospective or speculative profits,or special,indirect,incidental,consequential, or punitive damages and/or physical injuries. Under no circumstances will Uhl Company's liability exceed the dollar amount of this proposal and shall terminate one year after the coinpletion of Uhl Company's work, and Uhl Company may, at its option,provide a repair or replacement remedy. 8. All material and equipment furnished and installed by Uhl Company will carry the manufacturer's standard warranty.In many cases,this warranty will include an allowance for the cost of labor and related costs such as crane rental, refrigerant,etc.,for correcting defects in material and worktnanship, for a period of 90 days after installation. However, if the standard manufacturer's warranty does not provide for this additional coverage, the owner will be responsible for payment of these repairs.THIS WARRANTY SPECIFICALLY EXCLUDES COVERAGE FOR ENVIRONMENTAL CONDITIONS, SUCH AS MOLD. UHL COMPANY HAS MADE NO INSPECTION FOR, NOR REPRESENTATION REGARDING THE EXISTENCE OR NON-EXISTENCE OF MOLD ON THE OWNER'S PREMISES. UHL COMPANY HAS FURTHER MADE NO PROMISE OR AFFIRMATION THAT THE MATERIALS AND LABOR PROVIDED WILL ASSIST IN THE PREVENTION OR REMEDIATION OF MOLD OR OTHER ENVIRONMENTAL CONCERNS. 9. Everyone is concerned over the potential threat to our environment by the release of chlorofluorocarbon refrigerants(C.F.C.'s) into the atmosphere. Uhl Company has for many years had a "no pollution, we care" policy with conYaminants including refrigerants and refrigerant oil. Our technicians are trained to reclaim, filter, and re-use these refrigerants or, if badly contaminated,recycle them for re-use.All used refrigerant oils are disposed of through a licensed disposal organization.Many contractors are talking about doing something about pollutants—Uhl Company IS DOING IT. 10. Our pricing does not cover any cost that may be incurred due to hazardous material or its removal or disposal, unless specifically provided for in the attached proposal.If such costs are incurred by Uhl Company,they will be passed on to you at Uhl Company's actual cost without the need for written approval. 11. All estimated labor is to be performed during Uhl Company's normal warking hours unless specified elsewhere in this proposal. 12. Far compressor replacements,Uhl Company will perform an acid test after the drier change (testing for any unsafe acidic oil leve(s). If more drier and oil changes are needed,you will be informed,and the cost of these additional changes will be added to the contract price. 13. This contract constitutes the entire agreement and complete understanding between the parties.No verbal representations shall be binding on either party and you have not relied on any representation made by Uhl Company that is not contained herein. 14. These Terms may in some instances conflict with some of the terms and conditions or other document issued by you. In such case, the Terms contained herein shall govern and acceptance of this Proposal is conditioned upon your acceptance of the Terms herein. 15. Uhl Company shall not be liable for any penalty or damage, delay or injury, or for failure to give notice of delay, or to perform, when such damage, delay, injury or failure is due to the elements, acts of god, acts of the owner, act of civil or military authority,war,riots,terrorism, concerted labor action, strikes, shortages of materials, accidents or any cause beyond the reasonable control of Uhl Company.The completion date shall be deemed extended for a period of time equal to the time lost due to any delay excusable under this provision. Page 2 of 2 � 9065 Zachary Laoe N. ��P�,.�j.��., Maple Grove,D�N 55369 Proposal#:JT1749 Date: 5/1/2017 To: City of Crystal Project: Crystal Pump House PRV 4141 Douglas Dr N Crystal,MN 55422 Attention: Brad Fortin We propose to provide and install the following PRV on existing roof hatch. Qty-1 Model G-VG-Direct Drive Power Roof Ventilator. Accessories: Varigreen EC motor w/mounted potentiometer dial,disconnect. Qty-1 Model GPI-19-Flat Roof Curb 18" Tall,Galvanized Steel,Insulated. Qty-1 Model WD-100—Gravity Backdraft Damper Includes: Galvanized steel construction,vinyl blade seals,2500 fpm,horizontal mount,vertical airflow up,no flange Includes saw cutting opening in the block wall and installing a motorized damper that is opened when the exhaust fan is calling for cooling. Not included: Roofing. All material is guaranteed to be as specified, and the above work to be completed in a substantial workmanlike manner for the sum of: $5,900 T&M Not to Exceed Any alteration or deviation from above specifications involving extra cost will be executed only upon written order and will become an extra charge over and above the estimate. This proposal is valid for 30 days. Respectfully submitted: ,�im�chy Account Manager ACCEPTANCE OF PROPOSAL The prices, specifications and additional Terms and Conditions set forth on the next page of this proposal are satisfactory and are hereby accepted. You are authorized to do work as specified. Payment will be made as outlined herein. Accepted by: Name(print): Title: Company Name: Date: Page 1 of 2 Uhl Company,Inc.—Terms and Conditions of Service 1. Uhl Company will use competent personnel and state of the art equipment to perform its work in a timely and professional manner. 2. Uhl Company warrants it is covered by Worker's Compensation insurance, general liability insurance, automobile liability insurance, and excess liability policies. Certificates for all such insurance policies will be provided to you upon written request.You will carry Builder's Risk with full owner and contractor coverage's and other necessary insurance for the project. 3. Payment is due within 30 days of Uhl Company's invoice date. Interest shall accrue on any unpaid balance at a rate of 1.5% per month.Acceptance by Uhl Company of partial payments shall not constitute any release of collection ar lien rights. 4. In the event of your default, Uhl Company will give 10 days notice to cure. If you remain in default, Uhl Company may terminate this agreement and recover the balance due. You will pay all expenses, damages and cost, including reasonable attorney's fees,incurred by Uhl Company in collecting the outstanding debt. 5. If,for any reason,you direct a cessation of the work on all or any part of the project,Uhl Company shall be paid at least for the portion of its wark completed at the time of cancellaYion,including all expenses incurred by Uhl Company. 6. Unless other�vise specified in the proposal,Uhl Company will not furnish any performance or material payinent bond. 7. All repair labor is guaranteed for 90 days(except in the case of compressor replacements which carry a thirty day warranry), while materials and parts are warranted per manufacturer specifications. Warranties do not apply where failure is a result of faulty installation or abuse,or incorrect electrical connections or alterations made by others,or use under abnormal operating conditions or misapplication of the products and parts. Uhl Company makes no other warranty expressed or implied;and any implied warranty of inerchantability or fitness for a particular purpose which exceeds the foregoing is hereby disclaimed by Uhl Company and excluded from any agreement made by acceptance of an order pursuant to this proposal. Under no circumstance shall Uhl Company be liable for prospective or speculative profits,or special,indirect,incidental,consequential, or punitive damages and/or physical injuries. Under no circumstances will Uhl Company's liability exceed the dollar amount of this proposal and shall terminate one year after the completion of Uhl Company's work, and Uhi Company may, at its option,provide a repair or replacement remedy. 8. All material and equipment furnished and installed by Uhl Company will carry the manufacturer's standard warranty.In many cases,this warranty will include an allowance for the cost of labor and related costs such as crane rental,refrigerant,etc.,for correcting defects in material and workmanship, for a period of 90 days after installation. However, if the standard manufacturer's warranty does not provide for this additional coverage, the owner will be responsible for payment of these repairs. THIS WARRANTY SPECIFICALLY EXCLUDES COVERAGE FOR ENVIRONMENTAL CONDITIONS, SUCH AS MOLD. UHL COMPANY HAS MADE NO INSPECTION FOR, NOR REPRESENTATION REGARDING THE EXISTENCE OR NON-EXISTENCE OF MOLD ON THE OWNER'S PREMISES. UHL COMPANY HAS FURTHER MADE NO PROMISE OR AFFIRMATION THAT THE MATERIALS AND LABOR PROVIDED W1LL ASSIST IN THE PREVENTION OR REMEDIATION OF MOLD OR OTHER ENVIRONMENTAL CONCERNS. 9. Everyone is concerned over the potential threat to our environment by the release of chlorofluorocarbon refrigerants(C.F.C.'s) into the atmosphere. Uhl Company has for many years had a "no poliution, we care" policy with contaminants including refrigerants and refrigerant oil. Our technicians are trained to reclaim, filter, and re-use these refrigerants or, if badly contaminated,recycle them for re-use.All used refrigerant oils are disposed of through a licensed disposal organization.Many contractors are talking about doing something about pollutants—Uhl Company IS DOING IT. 10. Our pricing does not cover any cost that may be incurred due to hazardous material or its removal or disposal, unless specifically provided for in the attached proposal.If such costs are incurred by Uhl Company,they will be passed on to you at Uhl Company's actual cost without the need for written approval. 11. All estimated labor is to be performed during Uhl Company's normal working hours unless specified elsewhere in this proposal. 12. For coinpressor replacements,Uhi Company will perform an acid test after the drier change(testing for any unsafe acidic oil levels).If more drier and oil changes are needed,you will be informed,and the cost of these additional changes will be added to the contract price. 13. This contract constitutes the entire agreement and complete understanding between the parties.No verbal representations shall be binding on either party and you have not relied on any representation made by Uhl Company that is not contained herein. 14. These Terms may in some instances conflict with some of the terms and conditions ar other document issued by you. In such case, the Terms contained herein shall govern and acceptance of this Proposal is conditioned upon your acceptance of the Terms herein. 15. Uhl Company shall not be liable for any penalty or damage, delay or injury, or for failure to give notice of delay, or to perform, when such damage, delay, injury or failure is due to the elements, acts of god, acts of the owner, act of civil or military authority, war,riots,terrorism,concerted labor action, strikes,shortages of materials, accidents or any cause beyond the reasonable control of Uhl Company. The completion date shall be deemed extended for a period of time equal to the time lost due to any delay excusable under this provision. Page 2 of 2 , ' Berwald Roofing Company, Inc. ROOFING AND SHEET MFTAL ROOFING& 2440 North Charles Street 651-777-7411 SHEET METAL North St. Paul, MN 55109 faX: 651-777-1371 �vw�v.berwaldroofing.com PROPOSAL apr�l 2�, zo 1� Faxed Mailed SUBMITTE�To: City of Crystal 4848 Douglas Drive N REVISED Crystal, MN 55429 ATTENTION: Mr. Brad Fortin PHONE:763-531-115 8 FAX: JOB NA1v1E: Reroof Approximately 2100 sq. ft. JOB LOCATION: 4121 Brunswick, Crystal, MN Remove the asphalt and gravel roofing from roof and premises. Remove and replace the wet or deteriorated roof insulation. See unit price at end of bid. Install new wood board at roof edge to raise height to accommodate new roof insulation. Remove (4) Smoke Hatches. Insta114 New smoke hatches Install one (1) layer of 1" isocyanurate roof insulation. If concrete curbs we will have to leave in place set in mopping of asphalt. Install one layer of 3/4"plywood set in foam adhesive. Install ice and water shield as per code. Install one layer of 15#felt Install new prefinished D-Edge. Install new prefinished gutter where gutter now exists. Install new prefinished downspouts. For the Net Sum of: Fifty-Six Thousand Three Hundred Seventy-Two and NO/100 dollars. $56,372.00 EEO/AA Industrial - Commercial - Residential Since l 936 Page 1 of 2 Unit Price: Remove and Replace wet or deteriorated roof insulation at $1.50 per board foot. This will be an extra. NOTE: 1. Roof insulations and roofing products are very volatile at this time. Due to this volatility on pricing, our bids are subject to change after 30 days. Any additional cost increase incurred will be passed on directly to each bid project. 2. Disconnect and reconnect roof top equipment will be taken care of by owner. Terms of payment: Net 30 days. NOTE: This proposal is valid for 30 days. It may be withdrawn or modified if not accepted during this time. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications invo(ving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements are contingent upon strikes,accidents or delays beyond our control. Owner is to carry fire,tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. Authorized Signature: Collin K. Prochnow Acceptaoce of Proposal—The above prices,specifications and conditions are satisfactory and are hereby accepYed. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature: EEO/AA Industrial - Commercial - Residential JS Since 1936 Page 2 of 2 � �� 909 Montreal Circle St. Paul, MN 55102 Phone 651-602-6500 May 24, 2017 Randy Kloepper City of Crystal 4141 Douglas Dr N Crystal, MN 55422 Subject: Pump House— Pump Room Ventilation Dear Randy, Harris Mechanical Services is pleased to present the following proposal to furnish and install a new 1500 cfm roof mounted exhaust fan and a 1500 cfm supply fan to ventilate the Pump Room at the Pump House located at 4121 Brunswick Ave N, Crystal, MN. Work to include: • Furnish new factory insulated roof curb for exhaust fan to be installed by roofers. • Furnish and install new Greenheck model G-123-VG roof mounted exhaust fan (rated at 1500 cfm), with gravity back draft damper, electrical disconnect switch, and fan speed control. • Remove existing 16x8 wall vent and enlarge opening to 18x18. • Furnish and install new Greenheck model SS1-12-432-A4 side wall supply fan (rated at 1500 cfm) with gravity back draft damper, exterior weather hood and interior fan guard, and electrical disconnect switch. • Furnish and install line voltage non-programmable digital thermostat and relays with manual over-ride buttons to control fans. • Concrete cutting. • Electrical power and control wiring ($3,000 allowance) • Start and check operation. • Associated labor, materials, and permit. Exclusions: • Overtime work is not included in the pricing; all work is to be perFormed during normal working hours. • Interlock of fans with fire alarm system or fire department emergency shut off • Security bars in roof or wall openings • Roofing or cutting of opening in hatch. Cost for work as described above........................................................................$10,890.00 � � This proposal is firm for thirty (30) days. Thank you for the opportunity to present this proposal. If you have any questions, I can be reached at 651-602-6692. Respectfully submitted: Accepted by: Steye Sc�,ic�t Steve Schmidt Signature Service Executive Harris Mechanical Services, LLC. 5-24-17 Date Date RRIS . � � .� Terms & Conditions 1. In case of any failure to perform its material and workmanship warranty obligations under this Agreement, Contractor shall be liable for the reasonabiy foreseeable damages naturaily resulting from its breach of contract as defined by Minnesota Law. Further,Contractor agrees to act on behalf of the Customer for purposes of enforcing such warranties,warranty,or guarantee on the part of Contractor with respect to equipment furnished by outside sources. 2. Contractor will warrant that the materials and workmanship provided by the contractor under this agreement will be free from defects for a period of 12 months after Customer's acceptance or beneficial use of the systems or any portion thereof, whichever is earlier, provided that the Contractor is given prompt written notice of the defect. 3. Customer shall permit Contractor free and timely access to areas and equipment, and ailow Contractor to start and stop the equipment as necessary to perform required services. Ali planned work under this Agreement will be performed during the Contractor's normal working hours; except that no work will interfere with customer's instructional activities. 4. Contractor and Customer agree that all work required for the Project,including that of all other contractors and subcontractors for the Customer, if applicabie,shall be performed in accordance with a mutually agreed upon precedent schedule of construction activities prepared in advance of their commencement. Contractor shall provide a detailed schedule of its activities; their relationship to other activities, and their access requirements and durations,and contractor agrees to perform such activities with as little disruption to customer's normal operation as possible. The schedule shall be based upon commencement and completion dates stated in this Agreement. Contractor shall be entitled to an extension of contract time in the event the Work or any part thereof is delayed by any cause beyond Contractor's reasonable control. Such causes include, but are not limited to,acts of God or public enemy:compliance with any order,decree,or request of any government authority;acts of declared or undeclared war; sabotage; fire; floods; adverse weather conditions; explosions; accidents; riots; strikes; labor disputes; inability to obtain necessary materials or equipment from normal sources of supply;or any other cause not within the reasonable control of the contractor. 5. Any alteration to, or deviation from,this Agreement involving extra work, cost of materials, or labor will become an extra charge (fixed price amount to be negotiated or on a time-and-material basis at Contractor's rates then in effect)over the sum stated in this agreement;and must be approved in advance and in writing by customer,and customer shall not incur any such extra charge as a result of any action or inaction by contractor. 6. Contractor will not be required to move,replace,or alter any part of the building structure in the pertormance of this Agreement. 7. This Agreement does not include responsibility for repair or replacement necessitated by freezing weather,electric power failure, low voltage, burned-out main or branch fuses,low water pressure,vandalism,misuse or abuse of the system(s), requirements of governmental, regulatory or insurance agencies,or other causes beyond control of Contractor. 8. Contractor warrants that the parts and workmanship hereunder shall be free from defects for one year from date of installation. If any replacement part or item of equipment proves defective,Contractor will extend to Customer the benefits of any warranty Contractor has received from the manufacturer. 9. Contractor agrees to respond to emergency breakdowns within 4 hours of cali from Customer. Customer shall permit only Contractor's personnel or manufacturer's agent to pertorm the warranty work unless expressly authorized herein.Contractor may,at its option,cancel the warranty or eliminate the involved item of equipment from inclusion in the warranty. 10. If a warranty call is made at Customer's request and inspection indicates a condition,which is not covered under this Agreement(nuisance and/or negligence calis),Contractor may charge Customer at the hourly rate for such services. 11. Any legal action relating to this Agreement,or breach thereof,shall be commenced in Ramsey County, Minnesota,within 12 months from the date of final completion of project. Both Customer and Contractors submit to the jurisdiction of the courts of Ramsey County, Minnesota for determination of any breach of duties and damages thereof. 12. Customer shall make available to Contractor's personnel all pertinent Material Safety Data Sheets (MSDS) pursuant to OSHA's Hazard Communication Standard Regulations. 13. Contractor's obligation under this proposal and any subsequent contract does not include the identification, abatement or removal of any asbestos products or other hazardous substances. In the event such products or substances are encountered,Contractor's sole obligation will be to notify the Customer of the existence of such products and materials. Contractor shall have the right thereafter to sus pend its work until such products and materials and the resultant hazards are removed. The time for completion of the work shall be extended to the extent caused by the suspension and the contract price equitably adjusted. 14. Contractor will carry Commercial General Liability Insurance and Automobile Insurance with occurrence and aggregate limits of$1,000,000 and, upon request,shall name Customer as an additional insured on these policies. Customer wiil carry and shall name Contractor as an additional insured in a policy of Builder's Risk Insurance, including extended coverage,with limits equal to or greater than Agreement Price without cost to Contractor. 15. Contractor agrees to indemnify Customer from and against any and all claims,losses,or liabilities for personal injuries or property damages,as well as costs and expenses incurred in the defense thereof,including attorney's fees,caused by Contractor's negligence in the pertormance of the Work under this Agreement. 16. Contractor shall not be liable for any delay,loss,damage or detention caused by unavailability of machinery,equipment,or materials,delays of carriers,strikes,including those by Contractor's employees,lockouts.Civil or military authority,priority regulations,insurrection or riot,action of the efements,forces of nature,or by any cause beyond its control. 17. Contractor expressly disclaims any and all responsibility and liability for the indoor air quality of the customer's facility,including without limitation injury or illness to occupants of the facility or third parties,arising out of or in connection with the Contractor's work under this agreement. H �� 909 Montreal Circle St. Paul, MN 55102 Phone 651-602-6500 May 24, 2017 Randy Kloepper City of Crystal 4141 Douglas Dr N Crystal, MN 55422 Subject: Pump House—Control Room Cooling Dear Randy, Harris Mechanical Services is pleased to present the following proposal to furnish and install a new 12,000 btu ductless split system to serve the Control Room at the Pump House located at 4121 Brunswick Ave N, Crystal, MN. Work to include: • Furnish and install new Fujitsu model AOU12RFFLH condensing until and model ASU12RLF1 indoor cooling head. • Set condensing unit on pad on west side of building (back) and hang cooling head a center of wall between the Pump Room and the Control Room, above the window. • Furnish and install refrigeration piping between condenser and evaporator. • Furnish and install condensate pump and piping. • Evacuate and charge systems with R410A refrigerant to specs. • Wireless remote thermostat. • Electrical power and control wiring ($2,000 allowance) • Start and check operation. • Associated labor, materials, and permit. Exclusions: • Overtime work is not included in the pricing; all work is to be perFormed during normal working hours. • Removal of existing window AC unit. Cost for work as described above........................................................................$11,575.00 Note: This unit qualifies for a $184.00 Xcel Energy Rebate. Rebate is paid by Xcel to the owner at the completion of the project. Price does not reflect rebate amount. This unit can provide cooling down to +14°F and back up heating down to -15°F. . ��, � This proposal is firm for thirty (30) days. Thank you for the opportunity to present this proposal. If you have any questions, I can be reached at 651-602-6692. Respectfully submitted: Accepted by: SteUe ScG�,ic�t Steve Schmidt Signature Service Executive Harris Mechanical Services, LLC. 5-24-17 Date Date � , �� Terms & Conditions 1. In case of any failure to perform its material and workmanship warranty obligations under this Agreement, Contractor shall be liable for the reasonably foreseeable damages naturally resulting from its breach of contract as defined by Minnesota Law. Further,Contractor agrees to act on behalf of the Customer for purposes of enforcing such warranties,warranty,or guarantee on the paR of Contractor with respect to equipment furnished by outside sources. 2. Contractor will warrant that the materials and workmanship provided by the contractor under this agreement will be free from defects for a period of 12 months after Customer's acceptance or beneficial use of the systems or any portion thereof, whichever is earlier, provided that the Contractor is given prompt written notice of the defect. 3. Customer shail permit Contractor free and timely access to areas and equipment, and allow Contractor to start and stop the equipment as necessary to perform required services. All planned work under this Agreement will be performed during the Contractor's normal working hours; except that no work will interfere with customer's instructional activities. 4. Contractor and Customer agree that all work required for the Project,including that of all other contractors and subcontractors for the Customer, if applicable,shall be performed in accordance with a mutually agreed upon precedent schedule of construction activities prepared in advance of their commencement. Contractor shall provide a detailed schedule of its activities; their relationship to other activities, and their access requirements and durations,and contractor agrees to perform such activities with as little disruption to customer's normal operation as possible. The schedule shall be based upon commencement and completion dates stated in this Agreement. Contractor shall be entitled to an extension of contract time in the event the Work or any part thereof is delayed by any cause beyond Contractor's reasonable control. Such causes include, but are not limited to,acts of God or public enemy:compliance with any order,decree,or request of any government authority;acts of declared or undeclared war; sabotage; fire; floods; adverse weather conditions; explosions; accidents; riots; strikes; labor disputes; inability to obtain necessary materials or equipment from normal sources of supply;or any other cause not within the reasonable control of the contractor. 5. Any alteration to, or deviation from,this Agreement involving extra work, cost of materials, or labor will become an extra charge(fixed price amount to be negotiated or on a time-and-material basis at Contractor's rates then in effect)over the sum stated in this agreement;and must be approved in advance and in writing by customer,and customer shall not incur any such extra charge as a result of any action or inaction by contractor. 6. Contractor will not be required to move,replace,or alter any part of the building structure in the performance of this Agreement. 7. This Agreement does not include responsibility for repair or repiacement necessitated by freezing weather,electric power failure, low voltage, burned-out main or branch fuses, low water pressure,vandalism,misuse or abuse of the system(s), requirements of governmental,regulatory or insurance agencies,or other causes beyond control of Contractor. 8. Contractor warrants that the parts and workmanship hereunder shall be free from defects for one year from date of installation. if any replacement part or item of equipment proves defective,Contractor will extend to Customer the benefits of any warranty Contractor has received from the manufacturer. 9. Contractor agrees to respond to emergency breakdowns within 4 hours of call from Customer. Customer shall permit only Contractor's personnel or manufacturer's agent to perform the warranty work unless expressly authorized herein.Contractor may,at its option,cancel the warranty or eliminate the involved item of equipment from inclusion in the warranty. 10. If a warranty call is made at Customer's request and inspection indicates a condition,which is not covered under this Agreement(nuisance and/or negligence calis),Contractor may charge Customer at the hourly rate for such services. 11. Any legal action relating to this Agreement,or breach thereof,shall be commenced in Ramsey County, Minnesota,within 12 months from the date of final completion of project. Both Customer and Contractors submit to the jurisdiction of the courts of Ramsey County, Minnesota for determination of any breach of duties and damages thereof. 12. Customer shall make available to Contractor's personnel all pertinent Material Safety Data Sheets (MSDS) pursuant to OSHA's Hazard Communication Standard Regulations. 13. Contractor's obligation under this proposal and any subsequent contract does not include the identification, abatement or removal of any asbestos products or other hazardous substances. In the event such products or substances are encountered,Contractor's sole obligation will be to notify the Customer of the existence of such products and materials. Contractor shall have the right thereafter to suspend its work until such products and materials and the resultant hazards are removed. The time for completion of the work shall be extended to the extent caused by the suspension and the contract price equitably adjusted. 14. Contractor will carry Commercial General Liability Insurance and Automobile Insurance with occurrence and aggregate limits of$1,000,000 and, upon request,shall name Customer as an additional insured on these policies. Customer will carry and shall name Contractor as an additional insured in a policy of Builder's Risk Insurance,including extended coverage,with limits equal to or greater than Agreement Price without cost to Contractor. 15. Contractor agrees to indemnify Customer from and against any and all claims,losses,or liabilities for personal injuries or property damages,as well as costs and expenses incurred in the defense thereof,including attorney's fees,caused by Contractor's negligence in the performance of the Work under this Agreement. 16. Contractor shall not be liable for any delay,loss,damage or detention caused by unavailability of machinery,equipment,or materials,delays of carriers,strikes,including those by Contractor's employees,lockouts.Civil or military authority,priority regulations,insurrection or riot,action of the elements,forces of nature,or by any cause beyond its control. 17. Contractor expressly disclaims any and all responsibility and liability for the indoor air quality of the customer's facility,including without limitation injury or illness to occupants of the facility or third parties,arising out of or in connection with the Contractor's work under this agreement. a � ` HENNEPIN COUNTY MINNESOTA May 10, 2017 Mr. Gary Luebben Geislinger& Sons, Inc. 511 Central Avenue S. P.O. Box 437 Watkins MN 55389 Re: CSAH 9/CP 0623 SAP 027-609-037 Helical Pile Information Dear Mr. Luebben: Note,this letter is a response to the Geislinger/All Phase Claim dated May 9, 2016. The claim is included for reference as Attachment l. The 4�h page of the claim identifies 5 items where additional compensation is requested. Hennepin County acknowledges the request for additional compensation and agrees that the additional depth required for helical piles was unforeseen during the bidding process. Furthermore,the County agrees that the Contractor can expect additional compensation for using larger piles as part of the utility support system. The fvllowing comments include details related to the portions of the work that were identified by the Contractor as part of this request for additional compensation. Item: Base sections and extensions(Line 1 and 2 of the 4t"Pa�e of the Claim) Response: Hennepin County agrees that additional material cost is reasonable. Please see the attached summary of additional lead sections and extensions. This is included as Attachment 2. In general, plan sheet G001 represents installing helical piles to a depth of approximately 35 feet. During construction,the depth varied between 50 feet and 90 feet. Larger piles were thus required to meet the prescribed load test parameters. This summary results in additional$63,249.65 that may be paid under this contract. Item: Additional test(Line 3 of the 4�h Pa�e of the Claim) Response: Hennepin County agrees that additional compensation for testing is reasonable for helical tests due to the variation in depth. In following with the reasoning to compensate for variation in depth of the base sections and extensions noted above,a table to identify the cost of Hennepin County Transportation Project Delivery Public Works facility,1600 Prairie Drive,Medina, MN 55340 ' � hennepin.us � � � HENNEPIN COUNTY MINNESOTA materials is provided to identify the appropriate amount of additional compensation under this contract. Please note, this table will need to be updated after the Contractor and County meet to review the actual quantity of extensions used for the tests. Hennepin County does not agree with the quantity of helical pile extensions for the reaction piles. The information provided on two separate occasions by All Phase included a quantity for helical extensions that identifies new helical extensions being used for each and every test. According to our records,the Contractor used the same helical leads and extensions for the reaction piles in many cases. �Iennepin County would like to meet to review the appropriate amount of helical pile extensions used for reaction piles. Further discussion is necessary to determine an appropriate amount of helical pile extensions used for reaction piles. Attachment 3 suggests that approximately 25% of helical piles were installed as new reaction piles. This represents that the majority of the "reaction"helical piles were reused for each test. The attached calculation identifies approximately$6,400.00 of additional compensation that may be provided to the contractor. Item: Cost of Trip to Michigan to �et material (Line 4 of the 4�h Pa�e of the Claim) Response: Hennepin County agrees that additional compensation is reasonable for transportation costs due to the unforeseen variations with field conditions. The amount noted is agreed upon by County staff. This item results in an additional $2400.00 that may be paid under this contract if the Contractor agrees to this response. Item: Additional cost of eauipment rental (Line 5 of the 4`h Page of the Claim) Response: Hennepin County does not support paying for additional equipment rental for this work. Hennepin County further notes that helical tests could have been set up in the weeks ahead of the actual installation, and delays as part of this work could have been avoided. Please review the information provided here and reach out to schedule a follow up meeting, or provide a written response regarding the Contractor's thoughts regarding use of additional piles for tests that were completed. Please contact me at(612) 596-0420 with further questions or comments. Regards, �� Neil Heinonen, P.E. Project Engineer c: File—CSAH 9/CP 0623 2 Of 2 , � Attachment 1: Geislinger/All Phase Claim dated May 9, 2016 511 Central Ave.5. PO Bpx 437 � Watkins,MN 55389 Phone—320.764.2Q06 Fax—320.764.2007 GEISLINGER AND SONS, INC. General Contractors Hennepin County State Project No. 027-609-037 Transportation Department CSAH 9, C.P. 0523 Construction Division Attention: Neil Heinonen, P.E. May 9, 2016 Neil, Attached is a request for additional compensation for increased material cast associated with the Helical piling. Geislinger and Sons Inc. has reviewed this cla.im and agrees that the additional compensation is justified. If you would, please review this claim and respond accordingly. If needed I would gladly meet with Hennepin County personnel in reviewing the claim. If you have any questions, please contact me. Thank You Sincerely .� ��--�..-�__. G�y L�� Project Manager � k � October 28,2014 Geislinger&Sons,Inc. Gary Luebben PO Bwc 437 Watkins,MN 55389 . Re: CSAN 9 Reeonstruotion—Request for Addltlonai Campensa�don Hennepin Courrty Project No.06�3/S.A.P.027-609-037 Geislinger Rroject iNo.i59.1400/APC Pnoject A10.i4-09 Dear Gary: The foliawing pages outitne our request for additional compensation due to the increased hefica!$ize and additionel l�ngth that has l�eer:ins*,alled. 1402.2 CHANGED CQNDtT10fY A.Diffiering Site Conditfons: lf srrbswface or/atent physrca!condltlarrs ate encou�ttred crt rhe site di,�er materiully from those indicoted in the cvrmoct. This is a very obvious deviatian fram the contract since the ptaposaf was based on 71 helical lead sections and 2,020 fineal feet of extensbns,or approximately 35S feet per helicaE. The carrtract documents only provtde �formation to a depth+of 35',which is the figure used hy our heiical manufacturer ta determine the originai desigr�assumptbns. The actual quarnities instelled were 74 heYral lead sectionS and 4,303.3 llneaf feet of extensions resulting in an average length of 64.3 feet per helipl,for an over run of 18496. C.Sign�frcorrt Changes fn thr Character of fhe Work: ' (I� When the chor�cter of the�vork as v�tered di�jers moter�aily in kinaf ornature frwn thaf involved ar iacludeB in the or�iglna/proposed construction,or f2) When a rr►a/ar castract Item of wark a i►rcrcased�excess of 2259�or demeased below7596 of the osiginai Cartraet quantity.Iiny allowance for an Fncrease in quantity shait a�pply only to that partion irr excess c�fZ25%a'M the case of o decrease belaw 759�,ta the actual amount of work perfvrmed. The tharacter of the work differed materiafly in the faCt that the helicais spetified for the project were inadequate ta support the design load due to thelr ler�th and lack af sa�s suitable to suppnrt fihe lateral ioad, The flrst test pile instalfecf was using the spetified 1 K"squa�e shaft heticals to a depth of 54 feet.It faikd due to a lack af lateral suppcxt.The second test pile used the altemate specified 2 7/8"schedu{e 40 pipe shaft to a depth af 9i feet and it also�alled due to lack of laceraf support.The tf�ir�test used the altemate specified 2 7/8" schedule 8�pipe shaft to a depth of 56 feet and it also failed due to a lack of lakeral support.Atl thr�o�these test pik were load test�d and failed to support the design laad.The fourth,fifth and sixth test pile were successfully lnstallecf and tested using 3 34"diameter shaft helicals. 7J�9taks tAiv��c.broLeR�e�s.MIv�iD��f (B3f)4Q77Z�2/Fix(B6fJ 7'B�l� �fW8�JQ8FJSSE/TiGB Gi�ntiljed �� -- - -_ Nennepin Caunty and Alf Phase Contractir�{APCy mutually a�reed to test vertical helicals,as opposed to the battered helicafs,for safety concems,and ako as recommended in the ASTM manuai.This meant that we instaqed 6 additianal helicals as test pile.Under the cantract we were to instal!3%"square shaft helicals approximately 35.5 feet deep.Thraugh na fauk of APC's we installed three additional sized heli+cals before the 3 �f"diameter shaft helicai was accepted. N you have arry questia�or need additional information to this clair� please contact lake 1ay at 65�-24&1716, iake�+aocwbe.com or Mike Jay at b53.248-1701,mike�aocwbe.com, Sincerely, � ` . � nn Jay,Presiden lake�ay,Vfa President AlL ANASF CONTRALTINC,IIYG ALL PNASE�NTRAL'T1NG,!NG ° i i � • • Completed work to support addrtional Helical Expense Nate:Calculations for base sectians and extensions taken from exhibit A(Page 3� Qty Cast Pd to date pifference Base Sections(1.5"to 3.5") 74 163.88 12,126.83 Extensions(1.5"to 3.5") 4303.3 11.d6 44,304.52 Additional Test(see 3ttached calculation page 2) 27,174.10 Cast nf trip to Miehigan to get additiona!materiai 2,r�p�,� Addiiiona!cost of equipment r�r#al(Ziegler ir�oBce K8153605� 4,30z,5p Total amount of additional Helical Casts $ 95,707.95 Page 1 i � � • Origina I proposed load test deduct Helical Test Dlfferertte 8 Tests 35'x 12(each) 420 12(each)x 7' -84 21/2" 336 Lead section 12 }.41.12 1,693.44 Extensions 336 14.43 4,848.48 6,541.92 � Footage taking from Fachibit B�Page 3) Pricing taken from ExhibitA(Page 3) 11/2 Lead sections 2 EA 5.41.12 Z81.24 Extensions 120 LF 14.43 1,731.6U 2 7/8" Lead sections 4 EA 136.15 544.74 extensions 328 �f 15.13 4.963.80 2 7/8" Lead sections 4 EA 149.38 597.52 Extenslons 198 LF 16.79 3,324.15 31/Z" Lead sections 12 EA 305.00 3,659.96 Extensions 719 LF 25.89 18,612.00 33,716.02 tess 6 tests _ (6,541.92) 27�174.10 Page 2 i Ill ��I I , ' � . � Exhibit A Material Camparisin frnm Invoices Insialled materia!far Helicaf Claim Diff between Subcorttract item#73-Lead Sections i-i/a"Bars 2-7/8"Sch 40 2-7/8 Sch 80 3-i/Z"Diam 11/2&3 lJ� 7'Lead Section(Materiai) 1i8.50 113.90 126.20 268.00 Sales tax 7Z7596(Hennepin CeuntyJ 8.62 8.29 9.18 19.50 Sh ipping 14.00 14.00 14.00 17,50 Material Costs 141_12 13fi.19 149.38 305,00 163.88 € Subrnntract item#75-Helical Fxtensi4ns 1-1/2"Bars 2-7'J8"Sch 40 2-7/8 Sch Sq 3-1/2"Dfam 7'Helica!Extensions(MaterialJ 81.10 85.7Q 9650 152,6Q Saiestax 7,275%{Nennepin Countyr} 5.90 6.23 7.02 11.1Q Shipping 14.00 14.00 I4.00 17.50 Material Costs 101.00 1Q5.93 I17.5� 181.20 •/"7'sectlons=per section 14.43 15.13 16.79 25.89 ' 11.46; Exhibit B Load test footage Instafled Subcontract item#72-Load Test Type 1 Lead REACTION PILE],1/2"SQ Settion(QTR) 1 2 3 4 Totat LF Test Pile/Size TP#212/2"SQ 1 67 67 0 0 134 1'P!�2 2 7/8"SCrti 40 I 94 96 91 75 356 TP#3 2 7/8"SCH 80 1 54 50 63 49 226 TP4i4 3 1/2"5CH 80 i 84 84 63 127 358 TP#5 3 1/2"SCH 80 1 49 b7 49 44 20S TP#6 31/2"SCH 80 1 45 54 SO 61 240 TOTALS: 6 393 428 345 352 1519 Page 3 K.. y. ."",-„°"'''"` I P E ��FR � 7 . ��, �� ,. �,f�ruteapoYaN9J334'�-4Z36 IY11iW4E50TA 852-B9B412t 506�362,2912 [OVI1A 91�-957�A00 BOR347 7'OpQ 1AI�SOUtn 5t5.857-38UA eoa+.�42-700Q Wt3C�ONSIN a�5�A57-3e0o 9o0.7a2-lopx PB�: 1 fl1'YY010�I1�1lAbit� �8153605 sdd ro: A�.Y� P�A3� CONTRI�,CT I NG D�aa �aassT ezvn owa: ells/a� sox es5 ��ST LA�� MN 55025-D665 Ac�nuntNa„ 02b2970 I�{�� I � SNPTa CP�7 I!i 8 U 0 Q � ��k �� o � "�'p�,#,� ��{,.-p� � "�rtk 1Cq�2 4�/l 4 8hfp 11�:tior.' "� J7►Y � $�rltan: 02 6-1 '� s� s�d EQFIp'MHNT L$ASS D�tOM 08/30/I�1 THRU D9/29/24 C�"ffitPTLLAR �T?�iT, 306ECR58 SD(71Lx+ TRACB TYPE F3% (TT"�K) 1.0 1L' -ND: I9477 SBRIAL N0: GBJQ0575 3SI}0,40 PI30: +►GTp30BI3CGBJQ05T5* BQB: 553?9 ATT: AA �I1CT3483#!X]2042 CATJf&PIT.LAR ' AT'!'- AA 000406759 CATBRPILI,AB sQvr� �,�►s$ �toas aa/sa/1� �a a9/a9/�a ". C14T8`RPIL� . 94QD8L T�308 3 oa � 1.0 ID NOs 7[31516 �E&IAL NQ: 7�'�11d50195 640,DQ FOB: 663?9 ' MN Sa1L8S T11�-&.873t 302,5a DUE B]C .10TH OF THS LRSST M4IVTPS 17U8 BY lOTB QC� TH8 R&�8T MIO�TH A�e d�yte�fi 1'1C2 Yo i�AAon3t wil bs tlHiw�d on aA p�dus eC00ulsk. To�naae pa�l'CIe�C d�asa dshah Qdt pal�oJ4 K 1M PKM�YC14fild wMmwlM nmNlra. ��$�nn��''k .fL^�r�� FS/�� !111� � �� i�� ALL PHAS� CON`TiiACTTNG � ACCaWdNurnber. 0267.97p PO�BOXF865sT` SLVD i�N�6er: K8}19�14 / FC1R�8T I�A� hih 55D25-0865 ��""`K1°' Amosmt Ut�,: � �i�GLEf�ING. $4.702.50 Sl7S 12-6488 �a sax ae hAIN{�EAPOLIS,ftAN 55�9f86-043g �,�rF��int Er;clawd- � � � � :1,.. i F �� ,I fi 9 a'` ("�� •�rr�` . LBADERB IN OOkCR£TE' 13Q 8Da'St, 6W�Grs,od Rapie��19�18��.p,i�09 BQn.�ati�3946 616.584.489U J' 'i: iNva�c� �'o;�.t,�s�co�rrR�cr�NG aese:�i��tt� 730D l.AKE oR Jm�I�ear�e: COUI��OAD 9 ..�..._ l.NdO LAK�B MN 65014 Job Looattc�l: Irn�No.;�tA0742 Ihiter�qort: JA�CE JAY ,•--••-. OE�RIRI'lQ�t OF WORK UNPf PRIG£ AAAQIJNlr N-e�Oi-OG01 �XT�RNAL THREAqEQ MAPTER �Ai.V / �2 $ 45,80 $ f�907,60 ��VfG1� i�a7�p�LJ PL�V4/1{/N/��6 h�Yb ��x r��ao aa�v �2 � �s�,�o � 4.a.�.�c � HF84 2.87d"OD 8CH�0�7"E)Ci'E1+181�N GAI.V 126 $ 101.@0 � 'i2,700.OQ �NEQ�4 2.A76"OD SCH 8Q,5`�X"�'EM�ION{aALV fa8 � 9�.P0 $ 10,Q95.$Q �{s4TlOt214 a5"ap�E:H A0.10"7�18''7ti4' 4T) ELIX 7'GEAt�C�l4LIl 1 S ?SB.00�� BPJI.00 �a4 a.s•oa scti eo,r ocrE�s�c�r�u.v i s � � ��, �„j� �,zse.vo (T 9 5.�6 DRNE'T'OOL�UR RSS ANd D10 1� '` 80LT PA1?�3iN 7.8Eb°DIA f � 188.Op $ 1�.00 � - $ S - S - � - $ • � � -��p � eA"�r�c'.� i+�t�tic��51��11�:I e ��aNnr - � t«L�^c�'�4�:� I�IC�� $ �,.�.c�,dt�•�� ' �,�,��n�doic-� o�� sue'rtrra�. S ao,soe.� � � ,. � . SAl.ES TAK s Tora�. s �a,sos.so t6RMS: NET 30 pAYB � .-9?!.�.;t, ...` w w� L�:;.B:F � •1 ,..� w,��•�»� '� •_ v M .. �w� � � . r� � �:_�.: � . . �r�.. '` � � , � �....�u. �.: ��H�� ;RDxFS I(:Cbt'CRiTE' 130 60'�'31.SlA+;arand Rapide,MI 485aB; 616.634.4909 �B00_9ge.2345 fi18.b84.ABAp ;"'}�� ;a. INvo�c� ��;�-�,� To:ALL PHA5E CONTRACTI N4 Da�:7/6f�!4 73d6 I.AK£QR Job Name: CC1UIvTY AOf� D 9 LlNO LA�CES MN 65014 Job Locat[on: fnvoioe No.;2b1�0708A Attentian: MICHA�L JAY ,��.:.�� ....,�.�—.. DESCRIPT{QN OF�iIORK U[� pFiIGE� AMO!!wR fl78@4S1012 2.87�"OD SCH 40, 10"X12'HELIX X 5' LEAD GALV i $ t 13.80�3 1 i 3.9Q i�28E84 2.87b"OQ SCFf A0�T EX'!'EM$iOiV GALd � $ 85.70�$ 426.50 R26H6�810�2 �.87�"O[3 SCH$0, 10"Xi2'HELiX X s'��Ao on�.v � � �2s.2o�5$ �as.2o R28tiE94 �.876°QD 3Cf1 B0�7"EXTENSEON GALV 1Q $ 98.5U t0$ 885.00 . $ - $ - $ - � • $ - $ - S - � • � • 8 • FREiGFiT °��`��'�'°'- �� r�.�1�C� �j�'i�� $ 300.00 �=��I�i��I.� SUBTOTAL $ i,93S,fi� SALES TA)C $ � ,.� ' TQTAL $ i,9S3.80 TERMS: NEY 30 DAYS ;�r��,�`�!��i.��:��'�ti� _-' ,�3 ._. �:.J�aiet.a'L.:cf�'.`-wt��c.3• 13d�80lh 5treet SW Grand RBP�,Nli.496�8�P81B-594�4808 Ke�it Cam�s Quotat�an �� dt�0i Ya�tda �� A ' e KentC.or�rudi�t S AN PhMe Contraa�p 130�A0l�8iree�AYV �� Po!mc s65 Orand fi�pids,MI.�96� Fore�t t.a[u�.A+q+l 6�t6 At(rrNl4�Sb�re$chrrtidt � pttp�e: 814 221-96�7 tfM110� 861-46't-71�32 i�fdar FwG a18}�,'fi-�88ti cef� B54 i�37fl1 Twms: .to bielght . Crm�rm To: t�l.tay �� mlke�apcwhe.com � p lJMT6 1+1et Ptltie TOTAL R'28Q48i012 CC,sGt,�f0�1Q'x12"xT krtl.�IV. 3 S lZl.60 S 3ES.B0 R2�9+� ?.87"�.sah.�0,i'extan�tan,�ehr. 3 S 8Gai0 S ?S9.8U 4'Sc4"Tapered Wash�r.p�h►, 176 37.75 $ Ob f2`plst�wltiols, 176 � 7.10 l 7280 (�papaDqp3b 12'naw oor�b�at�Im p28 3 39,00 lI7.D0 100 08 YYllfams Ber i! 44 w�n a� � s 1� i o g zF4 6.�s �yi2.aa �a�z is �o�cT es s � �i i .00 �4 1.9' T � I76 S '� . $1, t4 .60 �� • - b�ie, f e Niaaaled Sr1m T� �rrrAr. s .ze � �: KentOmim�ot/pn SupP�V�s PirKion otKe�rt{�rsiP+� r��•: .:} ,I,. �,,�� t�i�G�t+;."� �' . ... .��x'_ .�� Attachment 2: Summary of Lead Sections and Extensions �n o �n V N l0 N I� Q1 N N � j- I� �- V1 N Y N Y O M L ri � �f1 l0 � � 0 0 Ifl lJ'1 e-i c-I N N � � 7 7 u U C C Y �+ N N U U � � Y i+ � L� F l/T {h O 01 �� Y O Y lO � U � U m ~ _ o _ rn o � o � Y Y � � N � tn � C M � m 0 .� N M O w � � � �n O O v C � O Y � � ' 00 � ty.� C �.�+ Z cn J a� O N Ol O .-�-I � U U C C N N N w w C O `.� w .N � y� � �} C d O O X O o0 W � 00 � �--I �O N � N C N C '� N 'v� O � �H �n U1 � N C C i0 � `0 � � (O 'Y t9 X IYJ w. y � � C `N O tn � (O O ++ � V U '�.+ N N ' (9 y CJ � � U L �' � J O Ql � 10 u'1 L!1 C N O � O � � = U � U '� L '0 '(J — w m m Q y�j Q t/} a i/? 0 0 U Q IO Y C � O Y L C 'Q W N � .i Q ^ N � G � � � �n L � u C � O £ � N � � u O 7 co ca a� v U v1 � � w � i Attachment to "Cost Comparison" I ' �4 � ; , . . ; Exhibit R Material Camparisin from Invoices Installed material far Helical Claim Diff between Subcontract item#73-Lead Sections 1-1/2"Bars 2-7/8"Sch 40 2-i/8 Sch 80 3-1/2"Diam 11/2&3 iJ2 7'Lead Section(Material) ii . 113.9d 126.20 268,00 Sates tax 7.275'%(Hennepin Ceunty) 8.52 8.29 9.18 19.50 Sh ipping 14.00 14.00 14.00 17.50 Material Costs 141_i2 136.14 149.38 305.00 153.88 ! Subcontratt item#75-Helical Extensiuns 1-1/2"Bars 2-7/8"5ch 40 2-7/8 5ch 84 3-1/2"Dlam �52.6/7=$21.80 per 7'Helica!Extensions(MaterialJ 81.1/7=$11.59 per 81.10 85.7o 96.50 152.60 foot Sales tax 7.275%(Nennepin County� foot 5.90 6.23 7.02 11.1Q Shippirtg 14.00 14.00 I4.Q0 17.50 Materi8l Costs �01.00 105.93 117.5� 181.20 '�/•7'sections=per seation f4.43 15.13 16.79 2S.89 ' 11.45 ,' Exhibit B Load testfootage Instafled Subcontract item#72-Load Test Type 1 Lead REACTION PILE],1/2°SQ Section{4TR) 1 2 3 4 7otal LF Test Pile J Size TP#211/2"SQ 1 67 67 0 0 134 TP#2 2 7/S"SCH 40 1 94 96 91 75 356 TR#3 2 7/8"SCH fl0 1 54 50 63 49 226 TP�i4 3 1/2"5CH 80 i 84 84 63 127 358 TP#5 3 1/Y'SCH 80 1 49 57 49 40 20S TP t16 31/2"SCH 80 1 45 54 80 61 240 TOTALS: 6 393 428 345 352 1519 Page 3 Attachment 3: Summary of Additional Material for Tests Response to Request for Additional Compensation Summary of Additional Cost for Helical Pile Load Tests Date:5-10-17 Test 1:No additional material used for this test Test 2:See Table below *No additional material cost for lead section Leng[h of As Bid Cost extensions Subtotal Cost Total Cost�indudes 15%markup) Extensions(1-1/2")(NOTE 1) $ 11.59 $ 1,923.94 $ 2,212.53 (NOTE 1)This table identifies the additional length of helical extensions that were required to complete the test at a greater depth. 166 LIN FEET ADDITIONAL EXTENSION LENGTH USED Total(test 2�= S 2,212.53 Test 3:See Table below Cost of larger size Number of As 8id Cost lead section Difference Sections Subtotal Cost Total Cost(includes 15%markup) Lead Section(2-7/8"Sch 80) $ 118.50 $ 126.20 $ 7.70 1 $ 7.70 $ 8.86 Cost of larger size Length of As Bid Cost helical eutension Difference extensions Subtotal Cost Total Cost(includes 15%markup) Extensions(2-7/8"Sch 80) $ 11.59 $ 13.79 $ 2.20 49 $ 107.80 $ 123.97 Extensions(1-1/2")(NOTE 1) $ 11.59 $ 254.98 $ 293.23 (NOTE 1)This table identifies the additional length of helical extensions that were required to complete the test at a greater depth. 86 LIN FT Additional(assumed 25%new material�-Net of 22 additional helical extension Total(test 3�= $ 426.05 Test 4:See Table below Cost of larger size Number of As Bid Cost lead section Difference Sections Subtotal Cost Total Cost(includes 15�markup) Lead Section(3-1/2") $ 118.50 $ 268.00 $ 149.50 1 $ 149.50 $ 171.93 Cost of larger size Length of As Bid Cost helical eMension Difference extensions Subtotal Cost Total Cost(includes 15%markup) Extensions(3-1/2") $ 11.59 $ 21.80 S 10.21 77 S 786.17 $ 904.10 Extensions(1-1/2")(NOTE 1) S 11.59 $ 637.45 $ 733.07 (NOTE 1)This table identifies the additional length of helical extensions that were required to complete the test at a greater depth. 218 Additional(assumed 25%new material)-Net of 55 LIN FT additional helical extension Total(test 4�= $ 1,809.09 Test 5:See Table below Cost of larger size Number of As Bid Cost lead section Difference Sections Subtotal Cost Total Cost(includes 15%markup) Lead Section(3-1/2") $ 118.50 $ 268.00 $ 149.50 1 $ 149.50 $ 171.93 Cost of larger size Length of As Bid Cost helical extension Difference extensions Subtotal Cost Total Cost(includes 15%markup) Extensions(3-1/2") S 11.59 $ 21.80 $ 10.21 63 S 643.23 $ 739.71 Extensions(l-1/2")(NOTE 1) $ 11.59 $ 185.44 S 213.26 (NOTE 1)This table identifies[he additional length of helical extensions that were required to complete the test at a greater depth. 65 Additional(assumed 25%new material�-Net of 16 LIN FT additional helical extension Total(test 5�= $ 1,124.90 Test 6:See Table below Cost of larger size Number of As Bid Cost lead section Difference Sections Subtotal Cost Total Cost(includes 15%markup) Lead Section(3-1/2") $ 118.50 S 268.00 $ 149.50 1 $ 149.50 $ 171.93 Cost of larger size Length of As Bid Cost helical extension Difference extensions Subtotal Cost Total Cost(includes 15%markup) Extensions(3-1/2") $ 11.59 $ 21.80 $ 10.21 28 $ 285.88 $ 328.76 Extensions(1-1/2")(NOTE 1) $ 11.59 5 289.75 $ 333.21 (NOTE 1)This table identifies the additional length of helical extensions that were required to complete the test at a greater depth. 100 Additional(assumed 25�new material�-Net of 25 LIN FT additional he�ical extension Total(test 6)= $ 833.90 TOTAL�ALLTESTS)= $ 6,406.47 'See attached"Exhibit B"for pricing information :i Exhibit B: Attachment to "Cost Comparison" i i • Exhibit A Material Cam ariSin from Invoices Installed material far Helical Claim Diff between 5ubtontract item#73-Lead 5ections 1-1/2"8ars 2-7/8"Sth 40 2-7/fl Sch 80 3-i/2"Diam 11/2&3 ij2 7'Lead Secti�n(Material) 11& 113.90 126_20 258,00 Sates tax 7.275%(Hennepin Caunty� 8.62 8.29 9.18 19.50 Shipping 14.00 14.00 14.Op 11,50 Material Costs 141_12 1.3G.19 149.38 305,00 153.88 ! Su6contract item#75-Helical ExtensiOns 1-1/2" Bars 2-7/8"Sch 4a 2-7/8 Sch 8tJ 3-1/2"Dlam �52.6/7=$21.80 per 7'Helicaf Extensions{MaterialJ 81 1/7=$11.59 per 81.1U 85.70 96.50 15a,60 foot Sales tax 7,27596(Nennepin County} foot 5.90 6.23 7.02 11.10 Shipping 14.00 14.00 I4.Q0 17.50 Material Costs �01.00 105.93 117.5� 181.20 "/*7'sectlons=per section f4.43 35.13 16.79 25.89 ' 31.45,' 96.5/7=$13.79 per Exhibit B foot Load test foatage Instalfed Subcontract item#72-Load Test Type 1 Lead REACTION PILE 11/Z"SQ Section(QTR) 1 2 3 4 7ota1 LF Test Pile f Size TP#111/2"SQ 1 67 67 0 D 134 TP#2 2 7/S"SCH 40 1 94 96 91 75 356 TF#3 2 7/8"5CH SO 1 54 60 63 49 226 TP414 3 1/2"5CH 80 1 84 84 63 127 358 TP#5 3 1/2"SCH 80 1 49 67 49 40 205 TP#b 31/2"SCH 8Q 1 45 54 80 61 240 TOFALS: 6 393 428 34fi 352 1519 Page 3 ' F DRAFT SUPPLEMENTAL AGREEMENT HENNEPIN COUNTY SUPPLEMENTAL AGREEMENT NO. 10 TRANSPORATION DEPARTMENT CONTRACT NO. C.P. 0623 CONSTRUCTION DIVISION SP/SAP NO. 027-609-037 COUNTY PROJECT NO. 0623 COUNTY STATE AID HIGHWAY 9 LOCATION: this work being located between west of Lake Road Avenue North and Xerxes Avenue North (Station 103+�4.00 to Station 156+38.50) CLASS OF WORK: Grading, Drainage, Bituminous Surfacing, Concrete Walks, Concrete Curb& Gutter, Water Main, Sanitary Sewer, Lighting, Signing& Striping, and Turf Establishment CONTRACTOR Geislinger& Sons,Inc. 511 Central Avenue South P.O. Box 437 Watkins, MN 55389 This contract is amended as follows: WHEREAS: The Contract provides for, among other things, the improvement of a certain section of County State Aid Highway No. (CSAH) 9 within the Cities of Robbinsdale and Minneapolis; and WHEREAS: The construction documents included installing helical piles to support sanitary sewer and watermain pipe in areas where underlying soils would not adequately support the utility pipes; and WHEREAS: The plans suggested a pile depth of approximately 35 feet; and WHEREAS: The project provisions referenced two separate pile sizes, 1.5-inch square tube and 2-7/8" diameter piles; and WHEREAS: Test piles were installed to a depth of 50-feet and 90-feet, and tested to verify the loading criteria were met; and W�IEREAS: The piles identified in the provisions were tested, and the results did not meet the necessary load requirements; and WHEREAS: Larger diameter piles were utilized, and the 3.5-inch diameter piles met the parameters of the load test; and WHEREAS: These larger piles were used for the utility support system; and WHEREAS: The Engineer recognizes that the soil conditions varied from what was identified in the plans; and WHEREAS: The use of the larger piles results in an alteration of work. � NOW THEREFORE IT IS MUTUALLY AGREED AS FOLLOWS: 1. The contractor agrees to install larger helical piles to complete pile construction for the purposes of supporting the utility systems. 2. The contractar hereby accepts payment described herein as full compensation for furnishing all labor, equipment, and material to complete the improvements. 3. Payment for this additional work will be made under the herein established pay items as shown in the attached "Quantity & Cost Breakdown". 4. The Contractor shall not make claim of any kind or character whatsoever for any other costs or expenses which it may have incurred or which it may hereafter incur in furnishing the material, equipment, and labor required to complete the specific work added to the contract by this Supplemental Agreement. 5. The following items as stated within the attached "Quantity& Cost Breakdown" shall be added to the contract. ESTIMATE OF COST Item No. Item Unit Unit Price uanti Amount 2452.602/ Helical Pile EACH $238.77 74* $17,668.98 * 00000 Lead Section (Special) 2452.602/ Test Pile EACH $2300.63 6 ** $13,803.78 ** 00056 (Helical) 2452.603/ Helical Pile LIN FT $15.06 4303.3 *** $64,807.70 *** 00000 Extensions (Special) Total: $96,280.46�'� * (Group 1 Hennepin County State Aid)/Group 4 City of Robbinsdale/Group 6 Joint Waters Commission) *Helical Pile Lead Sections Group 1-9.7($2316.07) Group 4-38.6($9,216.52) Group 6-25.7 ($6,136.39) **Helical Pile Tests Group 1-0.825 EACH($1,898.02) Group 4-3 EACH($6,901.89) Group 6-2.175 EACH($5,003.87) ***Helical Pile Extensions Group 1-562.41 LIN FT($8,469.89) Group 4-2258.17 LIN FT($34,008.04) Group 6- 1482.72 LIN FT($22,329.76) (1) Total Financial Implication per Group: Group 1 (Hennepin County State Aid) - $12,683.98 Group 4 (City of Robbinsdale) - $50,126.45 Group 6(Joint Water Commission)- $33,470.02 Except as provided herein, all terms and conditions in said Contract thereto shall remain in full force and effect. . a; Contractor,having signed this contract, and the County having duly approved this contract on ,2017, pursuant to such approval and the proper County official having signed this contract, the parties hereto agree to be bound by provisions herein set forth. COUNTY OF HENNEPIN STATE OF MINNESOTA Approved as to form: By: DRAFT By_ Assistant County Attorney Assistant County Administrator,Public Works RECOMMENDED FOR APPROVAL: Date: By. County Highway Engineer Approved as to execution: By: BY� Construction Division Manager Assistant County Attorney By: Date: Project Engineer JOINT WATER COMMISSION By: Signature Name Title Date: CITY OF ROBBINSDALE STATE OF MINNESOTA gy; DEPARTMENT OF TRANSPORTATION Signature Name Title Date: By: N.A. GEISLINGER& SONS,INC. Metro District State-Aid Engineer By: Date: N.A. Its: And: STATE OF MINNESOTA ) ) ss. Its: COUNTY OF HENNEPIN) GEISLINGER& SONS,INC. This foregoing instrument was acknowledged before me on ,2017 by as and Of Notary Public My commission expires: HENNEPIN COUNTY TRANSPORTATION DEPARTMENT CONSTRUCTION DIVISION ROAD 009 PROJECT 0623 S.A.P. 27-609-037 RECORD OF AUTHORIZATION TO PROCEED WITH SUPPLEMENTAL AGREEMENT(No. 10) Nature of and reason for revision: ACTIVITY: Insta113.5 inch diameter helical piles far the utility support system. �TUSTIFICATION: The construction documents included installing helical piles to support sanitary sewer and watermain pipe in areas where underlying soils would not adequately support the utility pipes. The plans suggested a pile depth of approximately 35 feet. The project provisions referenced two separatepile sizes, 1.5-inch square tube and 2-7/8"diameter piles. During construction, test piles were installed and tested to verify the loading criteria were met. The depth of the piles varied between 50-feet and 90-feet. The piles identified in the provisions were tested, and the results did not meet the necessary load requirements. Larger diameter piles were utilized, and the 3.5-inch diameter piles met the parameters of the load test. Ultimately these larger piles were used for the utility support system. The Engineer recognizes that the larger piles result in an alteration of work, and compensation for the Contractor is reasonable. FINANCIAL IMPLICATION: Estimated Cost: $92,450.00 ($12,270.00 Group 1 Hennepin County State Aid) ($47,800.00 Group 4 City of Robbinsdale) ($32,380.00 Group 6 Joint Water Comission) Estimated Amount: $92,450.00 Increase: X Decrease: Change in Contract Time: Increase: Decrease: No Change: X Method of Payment: Force Account , Negotiated Price Lump Sum , Unit Bid Price X , Other Specification Categories: 1402 —Chan�ed Condition Requested By: Project Engineer Date Accepted By: City of Robbinsdale Date Accepted By: Joint Water Commission Date Recommended By: Construction Engineer Date Recommended By: Director, Transportation Department and County Engineer Date _ _,roved By: Assistant County Administrator, Public Works Date CSAH 9 ROAD RECONSTRUCTION - �' Hennepin County Project 0623 - S.A.P. 027-609-037- CSAH 9 � Hennepin County/City of Robbinsdale DATE: May 16, 2017 ' TO: Jeff Oliver FROM: Neil Heinonen, P.E., Project Engineer SUBJECT: CSAH 9-CP 0623-S.A.P.027-609-037 -Helical Pile-Additional Compensation Jeff, Please find attached an"Authorization to Proceed with Supplemental Agreement No. 10". Please review the information provided. Please route the document to the appropriate staff, obtain the appropriate signature, and return to me for further processing. : Please contact me with any further questions or comments. Thank you. Neil Heinonen, P.E. Project Engineer Hennepin County Transportation Dept. Cell: 612-596-0420 Email: NeiLHeinonen@hennepin.us Joint Water Commission TAC Meeting .l � Thursday April 27t", 2017 1 :00 PM 1 1 . Water Supply Plan a. Calibration Test Results • Will calibrate and remodel with updated hydrant flows. b. Existing System Analysis • Will work with FD on the thresholds for different zonings and required max flows (i.e. 3500 GPM?) c. Local Comprehensive Plan Schedule d. Local Water Conservation Chapter e. Need Information — see handouts • Need to send info from each individual City and JWC to SEH. • Would like to have information pulled together over the next few weeks. • Will definitely have info to SEH by end of May. • Randy, Dave, and Joe will work together to gather information they already have and determine what else is needed. 2. Project Updates a. Arc Flash • GV still waiting for reports. b. Elevated Tower Inspection • TAC has discussed getting a second opinion on the water towers— have quote for a quick once over on the two multi legged towers. • Would like to get onto schedule of painting one tower every 7-10 years. • Still looking into pros and cons of replacing versus painting multi legged towers. c. Reservoir Work 1 . Meter Vault G:\JWC\JWC_TAC\Minutes\JWC TAC Meeting Minutes_4.27.17.docx 2. Sluice Gates 3. Ladders and Mud Valves • Parts will not arrive until Late April. • Project has been pushed to fall construction. • Parts will be stored inside at one of the Golden Valley facilities. � d. Tower Security Total Control Quotes • New Hope is working on getting updated quotes. • Would be looking for door sensors on all building and towers. • Crystal already has this at their reservoir, need to update New Hope and Golden Valley's. 3. PCCP Analysis Update a. Criticality Map with Valves • TAC is working to prioritize list. • Crystal has replaced one of their valves this year. • Priority valves include 30t'' and Douglas, and two on Golden Valley Road- NH will check their system too. • TAC still developing a full priority list. • TAC would like to purchase adapters ahead of time because there is a 12 week lead time on those parts. • TAC discussed purchasing materials for contractor to have on hand. • Possibly order all parts this year and install next year. • Need to determine schedule soon if we want to construct this year. 4. JWC 2017 — 2021 CIP • (14-027) Trunk Valve Replacement-will replace based off of Geodatabase findings, not necessarily one from each City. • (15-006) Install 48-inch gate valve at GV reservoir- will perform project in 2018. • (16-006) Inspect and Clean Reservoirs-will obtain professional services agreement to this work in 2017. • (16-012) Replace intake valve at Reservoir-Crystal will do this in 2017. G:\JWC\JWC_TAC\Minutes\JWC TAC Meeting Minutes_4.27.17.docx • (17-002) Reroof pump station—Crystal will complete this project in 2017— Randy is working on quotes and approval. • (17-004) Rehab PCCP Pipe—will use these funds towards gate valve replacement based off of findings of analysis. 5. 2018 — 2022 C I P • Dave, Randy, and Joe will meet and determine CIP needs. • Will bring to TAC for long term project discussion. 6. Golden Valley Reservoir Solar Project • Golden Valley is moving forward with project feasibility and neighborhood input. G:\JWC\JWC_TAC\Minutes\JWC TAC Meeting Minutes_4.27.17.docx Joint Water Commission TAC Meeting �-- � Thursday May 25t", 2017 1 :00 PM 1 1 . Water Supply Plan a. Calibration Test Results � Will calibrate and remodel with updated hydrant flows. b. Existing System Analysis • Will work with FD on the thresholds for different zonings and required max flows (i.e. 3500 GPM?) c. Local Comprehensive Plan Schedule d. Local Water Conservation Chapter e. Need Information — see handouts • Need to send info from each individual City and JWC to SEH. � Should have info by end of month. • SEH is confirming what else they need. 2. Project Updates a. Elevated Tower Inspection • TAC discussed getting KLM back to help setup and budget for long term plan. • Would like to get onto schedule of painting one tower every 7-10 years. • Would hold out as long as possible on replacement and do maintenance as needed. • Need to look into flow model for raising and/or eliminating one/both of NH towers. b. Reservoir Work 1 . Meter Vault 2. Sluice Gates 3. Ladders and Mud Valves • Parts have not arrived • Project has been pushed to fall construction. G:WWC\JWC_TAC\Minutes\JWC TAC Meeting Minutes_5.25.17.docx • Parts will be stored inside at one of the Golden Valley facilities. c. Tower Security Total Control Quotes • Mark Ray looking into Homeland Security Plan— how this would tie into our security plan. 3. PCCP Analysis Update a. Criticality Map with Valves • TAC is working to prioritize list. • Crystal has replaced one of their valves this year. • Priority valves include 32t'' and Douglas, and two on Golden Valley Road — NH will check their system too. • TAC would like to purchase adapters ahead of time because there is a 12 week lead time on those parts. • Possibly order all parts this year and install next year. • Need to determine schedule soon if we want to construct this year. 4. JWC 2017 — 2021 CIP • Recommending approval on reroofing Crystal pump station —about$25K under budget. 5. 2018 — 2022 CIP • Will prioritize valve replacement and periodic testing on trunk mains. • Will setup towers on 10-year maintenance plans. 6. Golden Valley Reservoir Solar Project • No update. 7. CSAH 9 Change Order • Hennepin County brought this change order to our attention for additional pile size and length back in 2014. • TAC has agreed this is a legitimate claim. G:\JWC\JWC_TAC\Minutes\JWC TAC Meeting Minutes_5.25.17.docx July 2017 Calendar—United States Page 1 of 1 � � tlm��r��dat�k��rr� Calendar for July 2017 (United States) July Sun Mon Tue Wed Thu Fri Sat , ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ' 21 ' 22 23 24 25 26 27 28 ' 29 30 31 Phases of the Moon:9:0 16:0 23:• 30:� Holida s and Observances:4: Inde endence Da �e �.. ,�: Copyright OO Time and Date AS 1995-2017.All rights reserved. �'v ♦ fime:..-i::date.c;.,.,.. https://www.timeanddate.com/calendar/monthly.html?year=2017&month=7&country=l 6/7/2017