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2012-04-12 - Council Agenda
Agenda Corcoran City Council April 12, 2012 - 7:00 PM 1. Call to Order/ Roll Call 2. Pledge of Allegiance The Regular City Council Meeting will be suspended and the Council will meet as the Local Board of Appeal and Equalization * 3. Agenda Approval 4. Open Forum 5. Presentations 6. Planning Business / Landform -None 7. Engineering / Wenck -None 8. Public Hearing -None 9. Consent Agenda a. Draft Minutes of 03/22/12 Council Meeting* 10. Staff Reports/ Memos /Commissions a. Draft Parks & Trails Commission Minutes of 03/20/12* b. Letter from DNR on Tax Forfeited Parcel* 11. Unfinished Business a. Sewer and Water Project* i. Downtown Feasibility Report ii. Financial Feasibility Report iii. Draft Plans and Specifications for Base Project b. PW Facility* i. Review of RFP Proposals c. Long Term Finance Planning Proposal* d. Dust Control i. Call for Public Hearing e. CIP Policy for Purchases* 12. New Business a. Fire Service RFP* b. Recruitment Update 13. Claims as Presented * a. Escrow Claims (Fund #500) b. Building Inspections Claims c. All Other Claims As Presented 14. Unscheduled Items 15. Closed Meeting to consider purchase agreement on Roehlke property 16. Review of Upcoming Council Meeting Agenda 17. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Agenda Memo - April 12, 2012 To: Mayor and City Council From: Dan Donahue, City Administrator Regarding: Administrator Notes to Council Meeting Agenda 4) Open Forum 5) Presentations -None 6) Planning Business 7) Engineering 8) Public Hearing -None 9) Consent Agenda a) Council Draft Minutes of March 22 2012 Council Meeting 10) Staff Reports. a) Draft P & T Commission Minutes of March 20, 2012 b) Letter from DNR on Tax Forfeited Parcel. This matter of the city acquiring the tax forfeited land (see report) has taken on a life of its own. Now the legislature needs to pass a special bill for the city to acquire because of the DNR rules covering water frontage and wetlands. 11) Unfinished Business. a) Sewer and Water Project Update i) Downtown Feasibility Project. The report is in your packet. Estimated cost of the gravity sewer and water is $1,136,000 and, the street reconstruction and other miscellaneous costs are an additional $829,000 for a total of $1,965,000 (rural standard). Page 1 Agenda Memo - April 12, 2012 ii) Financial Feasibility Report. In your packet is the Finance Report from Tammy Omdal of Northland. She presents the options available to the city on financing the downtown project. To me it looks like the Special Taxing District is not really an option. To her report, I added a second spreadsheet assuming that the downtown project comes in at a cost of $1,965,000 which is the latest cost figures from the city engineer. The first spreadsheet in the report is the original downtown cost of $1,062,000. Ms. Omdal will be at the meeting to discuss the finance options. iii) Review of Draft Plans and Specs for Base Project. The draft plans and bid document is now before you for the base project. Based on your discussions with the engineer and amongst yourselves, you can either hold over to the April 26th council meeting for approval or you can immediately approve the plans and specs; and authorize staff to release for bidding. The faster it gets out may allow the project to start sooner. b) PW Facility Update i) Review of RFP Proposals. Ten proposals came in on this past Wednesday afternoon. After a quick review, I see at least six or seven that are worth a look. The engineer and I will review in more detail this coming Tuesday. At the council meeting, you should discuss how you want to more formally review leading up to a selection. ii) Purchase of Roehlke Property, 23185 Co. Rd. 10. The city attorney advises that the council meet in closed session to consider the ongoing negotiation for purchase of a section of the property for the Public Works Facility. c) Long Term Finance Planning. See my report. Page 2 Agenda Memo - April 12, 2012 d) Dust Control. This calls for the public hearing for this year's program. e) CIP Policy. See my report. 12) New Business a) Draft Fire Service RFP. Last year the council authorized the development of the RFP for future fire services to the city. That document is now ready for your review. The council discussion might center on how you want to review, who should be involved, and how you might want to finalize and release. There is no urgency to finalize this RFP and I suspect you might want to take your time. b) Employee Changes Update. I will give a verbal update on the several changes underway regarding city employees. 13) Claims. 14) Unscheduled and Other Items 15) Closed Council Meeting. Upcoming Council Meetings Council Calendar Planning Commission P& T Commission 2/2/12 No Mtng 3/1/12 415112 5/3/12 6/7/12 7/5/12 Asleson Asleson Milbrandt Guenthner Cossette Gmach 2/21/12 3/20/1 2 4/17/12 5/15/12 6/19/12 7/17/12 Asleson Milbrandt Guenthner Cossette Gmach Asleson Page 3 City of Corcoran City Council Meeting Minutes March 22, 2012 9a. The Corcoran City Council met on March 22, 2012, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Gmach, and Councilor Milbrandt. Also present were City Administrator Donahue, City Planner Lindahl, City Engineer VanderTop, Public Works Superintendent Meister, Public Safety Director Gormley, and City Clerk Heinecke. Mayor Guenthner called the meeting to order at 7:00 pm. 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval MOTION: made by Milbrandt, seconded by Cossette to approve the agenda as presented with the following addition: 10f. Code Enforcement Position Update Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 4. Open Forum -None 5. Presentations -All Fire Departments' Annual Report Fire Chiefs Brandon Guest (Hamel), Jeff Leuer (Loretto), Rich Engel (Hanover) and Brad Feist (Rogers) presented 2011 annual reports. 6. Planning Business / Landform a. Hope Ministries CUP for Cemetery at 19951 Oswald Road (City File 12 -002) MOTION: made by Asleson, seconded by Milbrandt to Resolution 2012-11 (Approving Site Plan Amendment and Conditional Use Permit for Hope Ministries International Inc.) with landscape modification as discussed. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). b. Hope Ministries Public Hearing for Easement Vacation Mayor Guenthner opened the public hearing at 7:41. No comments made. MOTION: made by Gmach, seconded by Milbrandt to close the public hearing. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). MOTION: made by Milbrandt, seconded by Cossette to approve Resolution 2012 -12 (Approving Vacation of a Drainage and Utility Easement for Hope Ministries International Inc.) as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). c. Dempsey AG Preserve (City File 12 -003) MOTION: made by Gmach, seconded by Cossette to approve Resolution 2012 -13 (Approving a Request for Metropolitan Agricultural Preserve Designation) as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 7. Engineering / Wenck -None 8. Public Hearing -None 9. Consent Agenda a. Draft Minutes of 03/08/12 Council Meeting b. Approval of Hennepin Youth Sports Equipment Grant City of Corcoran City Council Meeting Minutes March 22, 2012 9a. c. Approval of Hamel Rodeo Temp Alcohol Permit — Resolution 2012 -14 d. Awarding 2012 Asphalt Maintenance Contract — Resolution 2012 -15 e. Awarding 2012 Seal Coating Contract — Resolution 2012 -16 f. Approve purchase of 2012 Bobcat Track Loader MOTION: made by Milbrandt, seconded by Asleson to approve the consent agenda as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 10. Staff Reports/ Memos /Commissions a. Council received Planning Commission Draft Minutes of 03/01/12 — no action taken. b. Council received Planning Update report — no action taken. c. Council received Ordinance Priorities memo — no action taken. d. Councilor Milbrandt reported on Parks & Trails Commission discussions related to park restroom, batting cages and field netting — no action taken Mayor Guenthner reported on a meeting with Rockford Schools superintendent related to park improvements and long term city use. e. Public Safety Director Gormley report on the Hwy 55 reconstruction project. Traffic Light installation at Co Rd 116 and Hackamore Rd is expected to begin April 2, 2012 and take about eight weeks. Hwy 55 reconstruction project to being April 2, 2012. f. Administrator Donahue updated the council on the status of the search for a Code Enforcement Technician /Administrative Assistant. Interview process expected the week of April 16, 2012. 11. Unfinished Business a. Sewer and Water Project — Feasibility reports expected for the April 12, 2012 council meeting. Administrator Donahue to meet with a Metropolitan Council representative. b. PW Facility RFP has been issued, results expected for the April 12, 2012 council meeting. c. 2012 CIP schedule discussed. Council directed staff to research a policy for items to qualify as a CIP purchase. MOTION: made by Cossette, seconded by Gmach to approve purchase of a Mini - Excavator as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 12. New Business a. 2012 Tennis Court Rental MOTION: made by Asleson, seconded by Milbrandt to approve the 2012 Tennis Court Use Agreement as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). b. Council and City Engineer Vander top discussed the 2012 Dust Control Program. Staff directed to prepare assessment roles for Dust Control and proposed city costs for 2012 Dust Control program. Staff directed to outline a process for improving Trail Haven Rd. c. Awarding 2012/2013 Magnesium Chloride Contract — Resolution 2012 -17 MOTION: made by Milbrandt, seconded by Asleson to approve Resolution 2012 -17 (Awarding Magnesium Chloride Contract) as presented. City of Corcoran City Council Meeting Minutes March 22, 2012 9a. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 13. Claims as Presented a. Escrow Claims (Fund #500) MOTION: made by Gmach, seconded by Milbrandt to approve escrow claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). b. Building Inspections Claims MOTION: made by Gmach, seconded by Cossette to approve building inspection claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). c. All Other Claims As Presented MOTION: made by Cossette, seconded by Milbrandt to approve all other claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). 14. Unscheduled Items -None Mayor Guenthner recessed the regular meeting at 8:48 to convene a closed meeting Mayor Guenthner reconvened the regular meeting at 9:35 15. Closed Meeting a. Council met in closed session to consider purchase of Roehlke property for a Public Works Facility. No formal action taken. Y Y 16. Review of Upcoming Council Meeting Agenda • 04/12/12 Local Board of Review Meeting • Downtown Sewer and Water feasibility report • Public Works Facility RFP • Fire Service RFP MOTION: made by Milbrandt, seconded by Asleson to adjourn. Voting Aye: Guenthner, Asleson, Cossette, Gmach, and Milbrandt. (Motion carried 5:0). Meeting adjourned at 9:40 pm Jeanie Heinecke, City Clerk Minutes Corcoran Parks and Trails Commission Tuesday, March 20, 2012 At 6:30 PM, Commissioners Tessmer, Robran, Krueger, Anderson met at the Corcoran Park Maintenance /warming house /rest room building at the city park off of County Road 50. Also meeting were Council Liaison Milbrandt, City Administrator Donahue, and Parks Superintendent Meister. Purpose was to tour the facility, look over the area of the park that will receive the proposed field netting, the batting cage location, and the field lighting controls. 1) Convene Regular Parks & Trails Commission Meeting — Chair Krueger called the regular meeting to order at 7:15 pm in the Corcoran Community Center a) Present: Chair Krueger, Robran, Dale, Nybo, Anderson, Tessmer b) Absent -None c) Others: Council Liaison Milbrandt, Council member Asleson, City Administrator Donahue, Parks Superintendent Meister 2) Pledge of Allegiance 3) Approval of: a) Agenda. Add: i) 7c. Discussion on Concession Stand at city park ii) 7d. Upcoming Jaycee sponsored Easter egg Hunt Motion by Anderson seconded by Nybo to approve the agenda as presented with additions. Voting Aye: All (Motion carried 6:0) b) Minutes of 02/21/12 Meeting. Motion by Tessmer, seconded by Nybo to approve the meeting minutes as presented. Voting aye: All (Motion carried 6:0) 4) Open Forum -None 5) Presentations -None. 6) Old Business a) Hennepin Youth Sports Grant Update i) Equipment Grant. Donahue discussed the award of the grant for Batting Cage improvements and for field netting for the SW field at city park. Dale said $875 already spent for net on cage and found turf for free. City needs to work on stone dust /ground cover. Meister to look into this. Dale said the general plan was to erect a 10 foot extension on the existing poles to protect the T -Ball fields immediately to the north. Dale had received a quote from Country Fence. Meister will get a cost estimate from North star Fence. Robran asked Donahue to obtain additional information on Sports Grants for this year for tennis equipment. ii) Sports Grant. Robran discussed the rejected grant submitted last fall. The intention of the Rockford School District is to again submit in the fall of 2012. Dale and Robran will be working with the RACE Committee for the new grant applications. Possible changes are to take out tennis court improvements and upgrade the fields at the Rockford School property adjacent to the city park. More on this in thee future. b) 2012 Parks Work Plan i) Park CIP. Meister discussed the items in the CIP for park improvements in 2012: (1) Fibar for the playground. He recommends staying with special wood mulch called Fibar. Commissioners asked that a solid cushioned mat for under the playground equipment be considered. Donahue to check with the City of Delano as they have used the mat. (2) Tennis Courts. Meister has information of cost to refurbish the two courts. Costs are in the range of $3- 8,000. One of our service clubs may pay cost. More discussion followed on the rebuilding of the tennis courts if Sports Grant is win in 2012. Parks and Trails Commission Minutes, March 20, 2012 Rockford School would like to build four courts on their high school property and put the grant money into rebuilding the Corcoran school property fields for joint use by school district and the city. (3) T -Ball Fields. Meister recommends not changes this year and we do not currently need additional fields (4) Asphalt Paving from park parking lot to playground/pavilion. Meister will check on cost. Commission put at a low priority for this year but that it needs to be done in the future (5) Upgrades to existing field lights. Commission has this item as a high priority. Meister will check with Plymouth and Maple grove parks on their experience. He will also talk to contractor who put in the lights at the city park as and costs. ii) General Park Maintenance (1) Restrooms and septic at building in city park. Prior to the start of the P & T Meeting, Commissioners walked the building site and examined facility. Commissioners agree that existing building rest room facility is no oonducive Nthier e ball players during the spring and summer play (2) Meister discussed the plans for general park maintenanc including the additional hours for seasonal maintenance help (3) Commissioners would like to see the agenda for ext meeting more information on the 2012 city budget and those fine it ms pe to parks. IV iii) Memorial Park Maintenance (1) Commissioners discussed and agreed tha ntenance other than lawn and weed maintenance is the responsibility of the P & mmissions. (2) Chair Krueger will contact Lawn King who pu e landscaping and light at the facility about costs. Donahue reminded the Commissioners that the existing Memorial Fund [this is handled by the city for convenience] are not city taxpayer generated funds and the Commission has some authority on the spending of these funds for maintenance. Donahue further suggested that they should still frame any spending requests as a recommendation to the city council for the authority to spend. c) Parks Signsrponahue updated the council action on March 8, 2012 approving the contract for three metal sipm Nov Signs for $7,139.14. He told the Commissioners that staff was retew�i the suggested wording and will haye'this back on the agenda in April with final recommendations. d) Commission Appointments. Donahue advised the Commission on staff efforts to recruit new Commissioners and new Student Commissioners. He said that the five high schools counseling offices were provided with information on the student positions. No new applications have been received -Chair Krueger asked Commissioners to talk to their neighbors and friends in an attempt to spur interest in applying to the Commissions for the three Commissioner openings and the two Alternate Commissioner openings. Chair Krueger told the Commissioners that the city council had approved the re- appointment of Commissioners Tessmer and Nybo. The chair asked Donahue to give the Oath of Office to Nybo and Tessmer. This was done. Chair Krueger also suggested that the Commissioners should consider the Chair and Vice Chair position for the coming year. Motion to appoint Krueger as Chair and Robran as Vice Chair by Anderson and Tessmer. No other nomination made. Voting aye: all (6:0) 7) New Business a) Code Enforcement Position. Donahue updated the Commission on the resignation of the employee in that position and efforts to recruit a new person. b) Annual Report. Donahue discussed the information on 2011 accomplishments that was in the packet. The Commissions will review and discuss again at the April meeting. Donahue advised that the Commission should make a report to the council in April as required in the city code. 2 Parks and Trails Commission Minutes, March 20, 2012 c) Concession Stand in Park. Robran discussed and recommended that the Commission recommend allowing the person who has provided Concession services in the past and at Corcoran Daze (Darlene Widen of Running with Concessions) be allowed to offer concessions on certain nights in the park. Robran stated that this person is fully certified by the Hounty Health Inspectors. Donahue said that this information along with insurance and a Hold Harmless provision be given to the city before any concessions are sold. Robran will talk to this person about these requirement. Commissioners all thought the concession should be allowed. d) Annual Easter Egg Hunt. Robran updated the Commissioners on this year's Jaycees sponsored Easter Egg Hunt 8) Subcommittee & Miscellaneous Reports a) City Council Liaison. Council Liaison Milbrandt discussed: i) City Council action on the park signs ii) Sewer and Water project and options for looking at the lines into downtown iii) Public Works facility development iv) This years elections in November b) Athletic Association. Dale with sustenance of Robran and Anderson sed: i) Registrations by youth for teams. This is currently underway. ii) Registration numbers are down this y* for baseball a softball. T -B istrations are holding from previous year iii) Travelling team OK and no concern iv) Under 18 girls softball team will be fielded t or the first time v) Scholarships will be given to five youth. Associ will be looking at scholarship rules to be discussed for future changes vi) Dale and Robran would like to meet with city staff ab el scheduling and use of the CAA web site for scheduling an4 calendaring c) Park Dedication F 9) Other Business. me - one 10) Announcement -None 11) Adjourn. Motion by Anderson and seconded by e adjourn at 9:32 PM. All voted in aye: (motion carried 6:0) Next Me 201 •00 P.M. Res lly Submitted, Daniel Donahue City Administrator 3 Minnesota Department of Natural Resources 1200 warner Road St. Paul, MN 55106 651 -259 -5800 March 7, 2012 Jan Duffie Tax - Forfeit and Property Revenue Supervisor Hennepin County Taxpayer Services A -600 Government Center Minneapolis, MN 55487 -0060 RE: Hennepin County Tax Forfeited Parcel Review DNR File Number: 271201 Dear Ms. Duffie: Minnesota Ir DEPARTMENT OF NATURAL RESOURCES - ; I A F Thank you for submitting your letter containing seven tax - forfeited parcels for DNR review. DNR staff has reviewed your request for approval and has the following comments: PARCEL WITH OVER 150 FEET OF WATERFRONT - WITHDRAWN FROM SALE Please take note that according to Minn. Stat. 282.018, Subd. 1, this parcel must be withdrawn from sale because waterfront exceeds 150 feet. Special legislation will be needed for the county to proceed with the sale of this parcel. The Department has no objection to the sale of the following parcel if legislation was passed authorizing the sale. 1 Parcel with over 150 Feet of Water Frontage — Withdrawn From Sale • P I D 08- 119 -23 -23 -0012 This parcel appears to have approximately 350 feet of frontage on public waters on Rush Creek. PARCELS NOT REQUIRING APPROVAL The Commissioner's approval is not required for you to proceed with the sale of the following seven parcels. Also, our review identified no natural resource issues or concerns other than the two parcels that contain wetlands. For the parcels containing wetlands, please take note that Minn. Stat., Secs. 103F.535 and 282.018, Subd. 2, requires that a notice to this effect must be provided to prospective purchasers and the deed must contain a restrictive covenant that precludes enrollment of the parcel in a state - funded conservation program for marginal land or wetlands (unless the parcel is located within a platted subdivision). w.w.whi.gov AN EQUAL OPPORTUNITY IMPEOTIR �� PRINIED ON RICY01D PAPER CONTAINING A 1AMIMUM Of 10% POSTMISUMER WASIt The Department of Natural Resources does not have approval or denial authority for a parcel containing non - forested marginal land or wetland. Our response is merely to aid the county in identifying these parcels since state law requires a notice and deed restriction for a sale of this type of land. 2 Parcels Containinq Wetlands • PID 29- 117 -24 -43 -0015 contains PWI wetland #961W This 1.38 -acre parcel in Minnetrista is adjacent to the Dakota Rail Trail and within the Minnehaha Creek Watershed District. Matt Norton, Minnehaha Creek Watershed District land conservationist, indicated the watershed district would be interested in acquiring this parcel. Mr. Norton can be reached at 952- 641 -4501 or at mnorton(a)rninnehahacreek.org. DNR recommends that the County consider conveying this parcel containing public water wetlands to the Minnehaha Creek Watershed District in order to protect its natural resource values for the general public and more specifically for the recreating public using the Dakota Rail Trail. - PID 19- 116 -22 -43 -0005 contains PWI wetland #980W 4 Parcels Not Requiring Approval • PID 02- 118 -22 -21 -0086 • PID 12- 118 -22 -32 -0039 • PID 24- 120 -22 -12 -0101 • PID 24- 027 -24 -22 -0003 Please proceed with your sales as noted above. If you have any questions concerning this letter, please contact Trina Zieman at 651- 259 -5792. Thank you. Sincerely, A ker Central Region Director cc: Trina Zieman, Division of Lands and Minerals Hennepin County Property Interactive Map Interactive Maps { . /S Welcome Results Links Tax Information View oblique imagery (Bing ma Survey Documents PID: 08119232300' 9824 Creek View Cir Corcoran, MN 55374 Owner/Taxpayer Owner: Hennepin Land HENNEPI FORFEIT CONVEY, Taxpayer: PENDINC RES #201 NEEDS S Tax District School 877 Dist: Sewer Dist: Watershed 0 Dist: Parcel Parcel 2.19 acre: Area: 95,370 sq Page I of I 0811923230012 LSearch Map Advanced Find a PID or an address on the map http: / /gis.co.hennepin.mn.us /Property /Map /Default.aspx 4/2/2012 TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E. and Heather Libby, P.E. DATE: April 5, 2012 SUBJECT: Feasibility Report for Downtown Gravity Sewer, Water and Street Reconstruction The Council has authorized a Feasibility Report to review the cost associated with gravity sewer and water service to the Downtown area. This analysis was an outcome of a business owner meeting, where costs of service were presented for a system of low pressure sewer and water. The business owners were looking for a comparison cost for gravity sewer, which eliminates each building's tanks and pumps. These utilities would be installed beneath the street which is typical of an "urban" utility service. This memo serves as the report for this authorization. A separate analysis of creating a special services district to fund the project as compared to the 429 process is being prepared by Northland Financial Services. Trunk Services The sewer would provide service to 48 parcels (44 hookups) via an 8 -inch gravity pipe. The pipes drain to the north and west, and terminate at a lift station located near the City ball fields north of CR 50. This location is consistent with the Master Sewer Plan, and is feasible from a topography standpoint. From the lift station the sewer would be pumped via forcemain to the connection point along CR 116 near St. Thomas Church. The alignment is shown in Figure 1. Water service would be provided to the same parcels. A 12 -inch watermain is proposed as being installed in the existing street with a minimum of 10 -foot separation distance as required from the sewer. The 12 -inch watermain would be extended (or "stubbed ") east of the intersection of CR116 and 75t" Ave. N for future development, and west to provide for future connections for undeveloped areas. The alignment is shown in Figure 1. Street Restoration Installation of sewer and water would require a complete reconstruction of the street. The existing street is 24 -feet wide with two foot gravel shoulders. We have estimated the cost for street reconstruction two ways, a) reconstruct the street to its existing condition and b) reconstruct to 32 -feet width with curb and gutter and storm sewer. Properties The parcel count has been expanded to 48, and the boundary includes Commerce, Auger, 75"i Ave. N, and some properties along CR116, CR10 and CR50. Figure 2 shows the proposed service area. \1i'rancis\vol1\2294- Corcoran \10 - Seiner and Water Planning (TIF Districts) \Feasibility Study Apr 20121tnemo feasibility downtown.doex Wenck Associates, Inc. ���._ 1800 Pioneer Creek Ctr. s ' Wenck P.O. Box 249 Maple Plain, MN 55359 -0249 `m IM, (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp@wenck.com TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E. and Heather Libby, P.E. DATE: April 5, 2012 SUBJECT: Feasibility Report for Downtown Gravity Sewer, Water and Street Reconstruction The Council has authorized a Feasibility Report to review the cost associated with gravity sewer and water service to the Downtown area. This analysis was an outcome of a business owner meeting, where costs of service were presented for a system of low pressure sewer and water. The business owners were looking for a comparison cost for gravity sewer, which eliminates each building's tanks and pumps. These utilities would be installed beneath the street which is typical of an "urban" utility service. This memo serves as the report for this authorization. A separate analysis of creating a special services district to fund the project as compared to the 429 process is being prepared by Northland Financial Services. Trunk Services The sewer would provide service to 48 parcels (44 hookups) via an 8 -inch gravity pipe. The pipes drain to the north and west, and terminate at a lift station located near the City ball fields north of CR 50. This location is consistent with the Master Sewer Plan, and is feasible from a topography standpoint. From the lift station the sewer would be pumped via forcemain to the connection point along CR 116 near St. Thomas Church. The alignment is shown in Figure 1. Water service would be provided to the same parcels. A 12 -inch watermain is proposed as being installed in the existing street with a minimum of 10 -foot separation distance as required from the sewer. The 12 -inch watermain would be extended (or "stubbed ") east of the intersection of CR116 and 75t" Ave. N for future development, and west to provide for future connections for undeveloped areas. The alignment is shown in Figure 1. Street Restoration Installation of sewer and water would require a complete reconstruction of the street. The existing street is 24 -feet wide with two foot gravel shoulders. We have estimated the cost for street reconstruction two ways, a) reconstruct the street to its existing condition and b) reconstruct to 32 -feet width with curb and gutter and storm sewer. Properties The parcel count has been expanded to 48, and the boundary includes Commerce, Auger, 75"i Ave. N, and some properties along CR116, CR10 and CR50. Figure 2 shows the proposed service area. \1i'rancis\vol1\2294- Corcoran \10 - Seiner and Water Planning (TIF Districts) \Feasibility Study Apr 20121tnemo feasibility downtown.doex Cost Table 1 details the individual costs associated with water, sewer and street reconstruction work. It can be noted the costs include significant contingency due to the property issues, possible stormwater work, and coordination involved with servicing 48 parcels and disconnecting septic tanks, etc. Summate of Costs Sewer Water Street Reconstruction $584,000 $552,000 • 24 -ft Rural Street $464,000 Indirect Costs (En 'ng eering, Legal, ppraisals, Easements) $365,000 Total Project at 24 ft street $1,965,000 Alternative A • 32 -ft Urban Street (curb & gutter) $792,000 Total Project at 32 ft street $2,293,000 Conclusion The project is feasible from an engineering perspective and necessary should residents and council wish to install gravity sewer to the downtown area. The project involves logistical challenges of connecting individual properties along with significant legal and property efforts to obtain access. \Arancis \vol l\2294- Corcoran \l 0 -Sewer and Water Planning (TIF Districts ) \Feasibility Study Apr 2012 \inemo feasibility downtown.docx Table 1. Downtown Gravity Sewer, Water and Street Reconstruction Costs City of Corcoran Gravity Sewer (in street) From Downtown to Lift Station Item No. Description Unit Quantity Unit Cost Amount 1 8" Gravity Sewer and Manholes Lineal Feet 5,220 $ 40 $ 209,000 2 Sewer Forcemain (4 "- diameter) Lineal Feet 1,970 $ 25 $ 49,000 3 Lift Station Lump Sum 1 $ 75,000 $ 75,000 4 Jacked Steel Casing (CR 10 & CR 50) Lineal Feet 200 $ 150 $ 30,000 5 Jacking /Boring Mobilization Lump Sum 1 $ 30,000 $ 30,000 6 Valves and Connection Stub Each 44 $ 2,000 $ 88,000 7 IMisc. traffic control, testing, etc. I Lump Sum 1 1 $ 20,000 $ 20,000 8 1 County Road 10 & 50 Construction Complexity I Lump Sum I 1 $ 30,000 $ 30,000 Total Sewer Construction: $ 531,000 Contingency (10 %) $ 53,000 Total $ 584,000 Water Main from CR 116 to Downtown Item No. Description Unit Quantity Unit Cost Amount 1 12 -inch Main Open Cut with restoration Lineal Feet 7,025 $ 40 $ 281,000 2. Jacked Steel Casing (CR 10 & CR 50) Lineal Feet 200 $ 300 $ 60,000 3. Valves and hydrants Estimate 10 $ 4,000 $ 40,000 4. Misc. traffic control, testing, etc. Lump Sum 1 $ 20,000 $ 20,000 5. County Road 10 & 50 Construction Complexity Lump Sum 1 $ 30,000 $ 30,000 6. Curb Stops Each 44 $ 1,500 $ 66,000 7. Restoration Lump Sum 1 $ 5,000 $ 5,000 Total Construction: $ 502,000 Contingency (10 %) $ 50,000 Total $ 552,000 Total Sewer and Water Trunk Lines $ 1,136,000 \ \francis \volt \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \Feasibility Study Apr 2012 \Downtown Mini FS Cost Table- gravity Street Reconstruction (24 -foot street with gravel shoulders) Item No. Description Unit Quantity Unit Cost Amount 1 Removal of existing pavement Square Yards 9,700 $ 10 $ 97,000 2 Wear Course (1.5 ") Ton 800 $ 65 $ 52,000 3 Base Course (2 ") Ton 1,100 $ 61 $ 67,000 4 Class 5 Aggregate (12 ") Cubic Yards 3,200 $ 25 $ 80,000 5 Select Granular (12 ") Cubic Yards 300 $ 23 $ 7,000 6 Class 5 Aggregate for 2' shoulders Cubic Yards 3,200 $ 25 $ 80,000 7 lGeotextile Curb & Gutter Square Yards 1 9,700 $ 2 $ 19,000 8 1 Restoration Lump Sum 1 1 $ 20,000 1 $ 20,000 Total Street Construction: $ 422,000 Contingency (10 %) $ 42,000 Total $ 464,000 Street Reconstruction (32 -foot street with curb and gutter) Item No. Description Unit Quantity Unit Cost Amount 1 Removal of existing pavement Square Yards 9,700 $ 10 $ 97,000 2 Wear Course (1.5") Ton 1,100 $ 65 $ 72,000 3 Base Course (2 ") Ton 1,400 $ 61 $ 85,000 4 Class 5 Aggregate (12 ") Cubic Yards 4,300 $ 25 $ 108,000 5 Select Granular (12 ") Cubic Yards 4,300 $ 23 $ 99,000 6 Geotextile Square Yards 12,900 $ 2 $ 26,000 7 Curb & Gutter Lineal Foot 7,200 $ 9 $ 65,000 8 Storm Sewer Lineal Foot 3,600 $ 25 $ 90,000 9 Pond Construction and Stormwater Improvements Lump Sum 1 $ 75,000 $ 75,000 10 Restoration Lump Sum I $ 3,000 $ 3,000 Total Street Construction: $ 720,000 Contingency (10 %) $ 72,000 Total $ 792,000 Indirect Costs Item No. Description Unit Quantity Unit Cost Amount 1 Easements Acre 1.54 $ 10,000 $ 15,000 2 Legal and Appraisal Estimate 1 $ 60,000 $ 60,000 3 L Engineering and Surveying Estimate 1 $ 250,000 $ 250,000 4 Utilities, Landowner Coordination, misc. Estimate 1 $ 40,000 $ 40,000 Subtotal $ 365,000 \ \francislvoll \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Feasibility Study Apr 2012 \Downtown Mini FS Cost Table- gravity CN cC� = U) G J J r �• ! K \ LL J J J IL U O N O L O z li 0 - — - to w F a m g U Z m g ¢ a z U �L C H M oD N _ ,.. t ^, 1 N " O O U OK p �i J uW1 Q o Z Pi7 O W F H O O ` r cc I J m¢ O p Z m ffi Ed rn J I ]•t m�.Y r C- O) N 66, 777 _ ` '� C7 J •6 J •!f Cu • Z a O m O U (> O 1tI W J J °� O O ��T{! O g a ¢ J W C7 ? 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' ' a `J -� 0 O O O N 0 M 0 0 0 g o 0 0 v • 3 � � - � •� - j} , J� * 0 M N � N � N S � N ° � N °8 � N N 0 NN 0 N ° 0 � N O N O N O N O N N O N O N O N O N O N O N N N N N N N N N Q • �.• y � m n7 cq to m m m m <n co m m m <v m m m m m m m m m m Q m O Z N tM O M LO N �7 lN h A N N W N N 0 N 0 N t0 N m N l0 w N l� N N dS N � N CN l N N � 7N �.0 7 L- N t`0 77 s � p c o 0 0 I 0 0 0 0 I 0 0 I 0 0 o 0 0 O r N t7 V N t0 n CO 0 r r r r r r N N N N N W MEMORANDUM NORTHLAND STRATEGIES Special Projects Group To: City of Corcoran From: Tammy Omdal Date: April 12, 2012 Re: Financing Options for Downtown Sanitary Sewer and Water Project The purpose of this memorandum is to provide background to assist the City in considering options for financing sanitary sewer and water improvements to the downtown commercial and industrial business area. The boundary of the potential project area includes 53 parcels of property, of which 11 are classified as residential and the remaining as commercial and industrial. The City has expressed an interest in reviewing three different options, or combination thereof, for financing improvements to the downtown area. The three options are as follows: - tax increment financing; - special assessments; and - special service district. Tax Increment Financing (TIF) As previously reviewed with the City, the City has the option of using available tax increment funds to finance a portion or all of the improvements to the downtown area to the extent tax increments are sufficient to do so. The TIF plan for TIF District No.1 anticipated the use of tax increment to finance sanitary sewer and water public improvements within the Development District. To the extent the City determines to use non- tax increment sources of funds to finance improvements that otherwise could be funded from TIF, it will result in excess TIF that will need to be returned to Hennepin County for redistribution to the respective local taxing jurisdictions. Special Assessments Certification of all or a portion of the public improvements to the downtown area is an option for financing the sanitary sewer and water improvements. State law (MN Statute Chapter 429) authorizes local governments to use special assessments to help pay for local improvements based on the benefit the improvement gives the property. The assessment amount charged to the property cannot exceed the amount by which the property benefits from the improvement, as measured by the increase in the market value of the land due to the improvement. The assessment must be uniformly applied to the same class of property. A local improvement may benefit properties that are not abutting the improvement and those benefited properties also may be assessed. The City will need to determine what percentage of the project cost, if any, would be assessed to benefiting property. To finance the improvements with the issuance of bonds (under MN Statute Chapter 429) the City would need to assess a minimum of 20- percent of the project costs. To minimize the City's risk of a property owner(s) appealing the assessment, the City may hold the Northland Securities, Inc. 45 South 7th Street Suite 2000, Minneapolis, MN 55402 Toll Free 1- 200 -851 -2920 Main 612- 851 -5900 www.northlandsecLnities.com Member FINRA and SIPC Financing Options for Downtown Sanitary Sewer and Water Project April 12, 2012 Page 2 improvement and assessment hearings, and adopt the assessment roll, before any construction contract is let. That way the City can allow time for the statutory 30 -day appeal process to lapse in order to find out whether any appeals are filed during this period. If appeals are filed, the City would have the option to cancel the project and assessment roll without further repercussions. As an alternative to the City acting to initiate the assessment process, another option is for all (100 - percent) of the downtown property owners to petition the City Council to authorize the improvements (MN Statute 429.031, Subd. 3). Following a successful petition process, the City could then assist in creating the required legal documents for assessment. Under a petition process, all parcels waive the right of appeal. If a project is 100% petitioned (i.e., all property owners agreeing to pay the entire cost), a public hearing on the improvement project is not required. However, the other steps under MN Statute Chapter 429 (special assessments) are still required, including feasibility studies, preparation of plans and specs and advertisement for bids, etc., and an assessment public hearing is required for all projects, petitioned or not. It is possible to start a special assessment proceedings based on a petition by at least 35- percent of interested property owners, but this type of petition does not allow the City to dispense with the public hearing or to obtain waivers from the property owners, so it's substantially not much different from the City simply initiating the process itself. Special Service District (SSD) The creation of a "special service district" is an option for the City to provide an increased level of service or infrastructure to its commercial downtown area. The authority is provided in MN Statute Chapter 428A. A special service district is a defined area within the city where special services are rendered and the costs of the special services are paid from revenues collected from service charges imposed within that area. An SSD may be established anywhere in a city but only business property (i.e., commercial, industrial, utility, or land zoned for commercial or industrial use) will be subject to the service charge. Residential property within a SSD does not pay a service charge. In general, the services provided within an SSD are those not ordinarily provided throughout the city from general fund revenues of the city, or provided at an increased level than for the rest of the city. The City may not impose a special service charge in order to provide cash flow for general city operations. In addition, if the City pays for the downtown project improvements with TIF and proceeds to create an SSD, the City could not collect charges from the SSD for improvements already funded through the TIF. It may be possible to think of a scenario where the City may be able to collect charges from the SSD to reimburse the TIF Fund but this revenue would then need to be considered as excess tax increment and returned to the County. Special services authorized in some city ordinances have included street and sidewalk cleaning, snow and ice removal, lighting, signage, parking, parking enforcement, marketing and promotion, landscaping, and security. They may also include capital improvements (such as what the City of Corcoran is reviewing) authorized in the special assessment statute. An SSD may be established only if a petition by a certain percentage of potentially affected property owners is filed and the city adopts an ordinance to establish it. An SSD may be established by petition by the owners of 25- percent or more of the land area that would be subject to the charges Financing Options for Downtown Sanitary Sewer and Water Project April 12, 2012 Page 3 and either owners of 25- percent or more of the net tax capacity of property that would be subject to the charges, or owners, individuals, and business organizations that would be subject to 25- percent or more of a proposed charge. If a petition is filed, the city may prepare an ordinance that describes the specific area and lists the services to be provided. The city must notify all business owners in the area prior to the hearing, with information on the nature of the proposed services, an estimated cost of improvements, and the amount of the proposed service charges. The effective date must be at least 45 days after the city adopts the ordinance. The city must hold a public hearing on the proposed ordinance. An existing district may be enlarged following the notice and public hearing requirements for establishing a new district. Potentially affected property owners may testify at the hearing. They may also object in writing, and if the city agrees, the property may be excluded or the ordinance itself may be delayed. If the city does not agree, the property owner has 30 days to appeal to district court, which may affirm, modify, or cancel the city's determination. The proposal can be effectively vetoed if owners of 35- percent or more of the land area that would be subject to the charges or owners, individuals, or business organizations subject to 35- percent or more of the charges file an objection to establishing the district before its effective date. Subject properties in the district pay for the increased level of services through service charges. Statute requires that charges must be proportionate to the costs of the services and may be collected through the property tax collection system or through other means if so provided by the ordinance. For example, the service charge may be based on net tax capacity (in which case exempt property is exempt from the service charge. The charges collected may be used to pay off general obligation bonds issued by the city for the capital improvements made in the service district under the ordinance. Bonds issued for service district purposes do not require an election. Comparison of Options The attached Table A provides a summary comparison of different options for funding the downtown improvements. The options vary depending on whether the project is funded with tax increment, special assessments, or charges collected from a special service district. Policy Considerations for the City The City has discussed the need for balance between any decisions made to share in the cost of improvements to the downtown area against the need for the City to maintain sufficient cash balance to cash flow City operations (General Fund). The City has had the ability to use the tax increment fund balance to provide cash flow but this balance will soon be eliminated, either from project spending or redistribution. If the City determines to use 100 - percent of the available tax increment to fund project costs it will then require the City to identify an alternative source of cash to meet the City's general operating cash flow needs. While the City would have options to issue short term debt to meet cash flow needs this decision may have negative implications for the City's bond rating. The City should consider developing a financial management plan/policy outlining how adequate cash balances will be reached and maintained. For Preliminary Discussion Purposes Only TABLE A City of Corcoran Analysis of Options for Financing Downtown (DT) Improvements Project Benefiting Petition from Option to Special Service Amount of Cash Amount of Cash of property to property Issued Bonds Tax Increment District Excess Tax Available for Available for Utility pay a portion owners to Finance DT Project for Project Assessments Charges for Increments General Fund from Fund Start Up Options of the cost required Project Costs Cost Cost for Project Cost Project Cost (TIF) Excess TIF from Excess TIF A DT to Pay Assessments for Yes Option Yes $1,062,000 $0 $1,062,000 $0 $1,863,396 $499,527 $100,000 100% of Improvements B DT to Pay Assessments for Yes Option Yes $1,062,000 $162,000 $900,000 $0 $1,701,396 $447,406 $100,000 85% of Improvements C DT to Pay Assessments for Yes Option Yes $1,062,000 $531,000 $531,000 $0 $1,332,396 $328,684 $100,000 50% of Improvements DT Special Service District to D Pay for 100% of Yes Yes Yes $1,062,000 $0 $0 $1,062,000 $1,863,396 $499,527 $100,000 Improvements DT Special Service District to E Pay for 50% of Yes Yes Yes $1,062,000 $531,000 $0 $531,000 $1,332,396 $328,684 $100,000 Improvements F Tax Increment to Fund 100% No No No $1,062,000 $1,062,000 $0 $0 $801,396 $157,840 $100,000 of DT Improvements NORTHLAND STRATEGIES Special Prolecir Group Corcoran Utility Prel Pro Forma Draft 4 5Apr12 4/5/2012 Analysis of Options for DT Project at $1,965,000 Amount of cash Amount of cash Benefiting property Petition from Option to issue Special Service available for available for Utility to pay a portion of property owners bonds to finance Tax Increment Assessment for District charges for Excess Tax General Fund from Fund Start Up Options the cost required project costs DT project cost Project Cost project cost Project costs TIF Available Increment (TIF) excess TIF from Excess TIF DT to pay assessments for 100% of A improvements Yes Option Yes $ 1,965,000 $ - $ 1,965,000 $ $ 1,863,396 $ 1,863,396 $ 496,287 $ 100,000 DT to pay assessments B for 85% of improvements Yes Option Yes $ 1,965,000 $ 294,750 $ 1,670,250 $ $ 1,863,396 $ 1,568,646 $ 401,967 $ 100,000 DT to pay assessments C for 50% of Improvements Yes Option Yes $ 1,965,000 $ 982,500 $ 982,500 $ $ 1,863,396 $ 880,896 $ 181,887 $ 100,000 DT Special Service District to pay for 100% D of improvements Yes Yes Yes $ 1,965,000 $ - $ - $ 1,965,000 $ 1,863,396 $ 1,863,396 $ 496,287 $ 100,000 DT Special Service District to pay for 50% of E improvements Yes Yes Yes $ 1,965,000 $ 982,500 $ - $ 982,500 $ 1,863,396 $ 880,896 $ 181,887 $ 100,000 TIF to fund 100% of DT F improvements No Yes No $ 1,965,000 $ 1,965,000 $ $ - $ 1,863,396 $ (101,604) $ - $ - SUBJECT: DRAFT Plans and Specifications for Sewer and Water Utility Project The attached plans and specifications are submitted for Council review. The project will be discussed at the April 12th Council, however the schedule for the project (as known today) is as follows: April • Deliver draft plans and specifications to Council o Receive authorization to start bidding process at April 26th meeting • Submit plans and specifications to MCES and Maple Grove engineering for comment • Continue property negotiations and meetings • Continue obtaining various County permits, environmental permits, etc. • Provide modifications to MCES agreement • Continue discussions on financing of Maple Grove water connection fee • Continue Council discussions on project financing, assessments, etc. May • Easement acquisition will be finalized • Bidding period will conclude and bids will be opened • Contract may be awarded based on property agreements, MCES agreement, Maple Grove agreement. June or July • Begin construction T:\2294- Corcoran \10 -Sewer and Water Planning (T]F Districts)\Bid Docurnents\ProjectManuahPlans and Specification cover memo.doex Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Wenck Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E. DATE: April 5, 2012 SUBJECT: DRAFT Plans and Specifications for Sewer and Water Utility Project The attached plans and specifications are submitted for Council review. The project will be discussed at the April 12th Council, however the schedule for the project (as known today) is as follows: April • Deliver draft plans and specifications to Council o Receive authorization to start bidding process at April 26th meeting • Submit plans and specifications to MCES and Maple Grove engineering for comment • Continue property negotiations and meetings • Continue obtaining various County permits, environmental permits, etc. • Provide modifications to MCES agreement • Continue discussions on financing of Maple Grove water connection fee • Continue Council discussions on project financing, assessments, etc. May • Easement acquisition will be finalized • Bidding period will conclude and bids will be opened • Contract may be awarded based on property agreements, MCES agreement, Maple Grove agreement. June or July • Begin construction T:\2294- Corcoran \10 -Sewer and Water Planning (T]F Districts)\Bid Docurnents\ProjectManuahPlans and Specification cover memo.doex DRAFT Project Manual for Corcoran Sewer and Water Utility Project Prepared for: The City of Corcoran, Minnesota Q rhl �1, mW+-v_q March 2012 SECTION 00005 TABLE OF CONTENTS CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Sewer, Water BIDDING REQUIREMENTS Section 00005 - Table of Contents Section 00010 - Project Participants Section 00020 - Advertisement for Bids Section 00100 - Information Available to Bidders Section 00300 - Bid Proposal Form Section 00410 - Bid Bond Section 00500 - Contract Agreement Section 00505 - Affidavit of Authority and Non - Collusion CONTRACT FORMS Section 00510 - Notice of Award Section 00520 - Notice to Proceed Section 00530 - Payment Request Form Section 00540 - Change Order Section 00620 - Performance Bond Section 00630 - Payment Bond CONDITIONS OF THE CONTRACT Section 00700 - General Conditions of the Contract for Construction (Available at Engineer's Office) Section 00800 - OWNER'S Supplementary General Conditions DIVISION 1 - GENERAL REQUIREMENTS Section 01010 - Summary of Work Section 01025 - Measurement and Payment Section 01040 - Coordination Section 01050 - Field Engineering Section 01060 - Regulatory Requirements Section 01095 - Definitions and Standards Section 01155 - On -Site Health and Safety Requirements Section 01200 - Project Meetings Section 01300 - Submittals Section 01410 - Testing Laboratory Services Section 01530 - Protection of Existing Facilities Section 01550 - Site Access and Storage Section 01560 - Protection of Environment Section 01590 - Temporary Construction Facilities and Utilities Section 01630 - Substitutions Section 01700 - Project Closeout 00005 -1 Table of Contents TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \0_Cover done \00005_TOC.doc DIVISION 2 - SITE WORK Section 02101 -Clearing and Grubbing Section 02104 - Removing Pavement and Miscellaneous Structures Section 02208 - Granular Bedding Section 02320 - Trench Excavation and Backfill Section 02445 - Pipe Jacking Section 02530 - Sewer Section 02540 - Watermain Construction Section 02732 — Pressure Sewer Pipes Section 02930 - Turf Restoration Section 02935 - Wetland Restoration Section 03410 - Precast Concrete Vaults Section 15100 - Valves and Operators Section 16690 - Utility Tracing System PLAN SHEETS Sheet G -101 Title and Index Sheet Sheets G -101 — G -104 Composite Site Plan Sheets EC -101 — EC -104 Erosion Control Plan Sheet C -101 — C -107 Plan and Profile Sheet D -101 — D104 Details APPENDICES APPENDIX A Permits and Approvals State of MN: Minnesota Department of Natural Resources Joint Wetland Permit for Utility Crossing, with Elm Creek Watershed and U.S. Army Corps of Engineers State of MN: Minnesota Department of Health Watermain Plan Review State of MN: Minnesota Pollution Control Agency Sanitary Sewer Extension Permit State of MN: Minnesota Pollution Control Agency NPDES /SDS General Stormwater Discharge Permit (MN R1000001) for Construction Activities (To be obtained by contractor) Local: Hennepin County Utility Permit/Working in Right of Way Other: Landowners, Utility Companies, etc. Utility Easements (To be obtained by cities of Corcoran and Maple Grove) ** *END OF SECTION * ** 00005 -2 Table of Contents TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \0_Cover done \00005_TOC.doc SECTION 00010 PROJECT PARTICIPANTS CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Sewer, Water OWNER: Contact: Dan Donahue, City Administrator City of Corcoran City Hall 8200 County Road 116 Corcoran, MN 55340 Phone: (763) 400 -7030 Facsimile: (763) 420 -6056 ENGINEERS: Contact: Kenton C. Torve, P.E. Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359 -0249 Phone: (763) 479 -4200 Fax: (763) 479 -4242 ** *END OF SECTION * ** 00010 -1 Project Participants TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \0_Cover done \00010_Project Participants.doc SECTION 00020 ADVERTISEMENT FOR BIDS CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Installation of Sanitary Sewer and Watermain NOTICE TO CONTRACTORS Sealed Bid Proposals for work indicated above will be received by the City of Corcoran Offices, 8200 County Road 116, Corcoran, Minnesota 55340 until 1:00 PM, May , 2012, after which time such bids will be publicly opened and read aloud at the City Hall Office. The work, in accordance with drawings and technical specifications prepared by Wenck Associates, Inc., 1800 Pioneer Creek Center, P.O. Box 249, Maple Plain, Minnesota 55359, consists of all labor, materials, tools, permits, bonds, machinery, equipment, and services including utility and transportation services necessary for the: • Construction of a sanitary sewer interceptor and appurtenances • Construction of a water main and appurtenances. A pre -bid meeting (not mandatory) at Wenck Associates, Inc., 1800 Pioneer Creek Center, P.O. Box 249, Maple Plain, Minnesota 55359 will be held at time, date, 2012. Each bid proposal shall be accompanied by a 'Bid Security" in the form of a certified check made payable to "CITY OF CORCORAN" (OWNER) in the amount not less than five percent (5 %) of the total bid, or a surety bond in the same amount, running to the OWNER, with the surety company thereon duly authorized to do business in the State of Minnesota, such Bid Security to be a guarantee that the bidder will not, without the consent of the OWNER, withdraw his bid for a period of one hundred eighty (180) days after the opening of bids, and, if awarded a contract, will enter into a contract with CITY OF CORCORAN; and the amount of the certified check will be retained or the bond enforced by the OWNER in case the bidder fails to do so. All bid securities except those of the three lowest bidders will be returned within five days after the opening of bids. Bid Proposals shall be submitted on forms furnished for that purpose. Bids shall be submitted in sealed envelopes with the following clearly inscribed on the outside: "Bid Proposal for: Corcoran Sewer Interceptor & Water Main, City of Corcoran." No bidder shall withdraw his bid, without the consent of the OWNER, for a period of one hundred eighty (180) days after the date for the opening thereof. The OWNER, however, reserves the right to reject any or all bids and to wave any minor irregularities, informalities or discrepancies. A work history detailing qualifications and past experience must be provided upon request. 00020 -1 Advertisement for Bids T:\2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Bidding_ forms _ bonds \00020_ Advertisement for Bids.doc Plans and specifications are on file for inspection at the City of Corcoran, City Hall Office; and office of Wenck Associates, Inc., 1800 Pioneer Creek Center, P.O. Box 249, Maple Plain, Minnesota, 55359. Bidders desiring drawings and specifications for personal use may secure a complete set from: Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359 -0249 Telephone: (763) 479 -4200 Facsimile: (763) 479 -4242 Non - refundable deposits in the form of a check shall be made payable to: " Wenck Associates, Inc." The deposit shall be in the amount of $65.00 per set of contract documents (drawings and specifications). ** *END OF SECTION * ** 00020 -2 Advertisement for Bids T:\2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Bidding_ forms _ bonds \00020_ Advertisement for Bids.doc SECTION 00100 INFORMATION AVAILABLE TO BIDDERS CITY OF CORCORAN Corcoran Sewer Interceptor and Watermain Class of Work: Sewer, Water INFORMATION AVAILABLE TO BIDDERS The Specifications attached and a complete set of forms of Bid Proposal, Bid Bond, Contract, and Performance and Payment Bond, are furnished for the convenience of bidders and are not to be detached, filled out or executed. Separate copies of Bid Proposal forms will be furnished for the purpose of submission of bids. In submitting a Bid Proposal, bidders shall comply with the following instructions which shall control as to the submission of bids. BASIS OF AWARD: The OWNER shall award a contract to the lowest responsible bidder on either the Base Bid amount or Base Bid with Add/Deduct for Schedule Extension amount. Any alternatives may be ordered by the City at its discretion, resulting in a net addition or subtraction as listed on the Bid Schedule. The OWNER, however, reserves the right to reject any or all bids and to waive any minor irregularities, informalities, or discrepancies. Without limiting the generality of the foregoing, any Proposal which is incomplete, obscure, or irregular may be rejected; any Proposal having erasures or corrections in the price sheet maybe rejected; any Proposal which omits a bid on any one or more items in the price sheet may be rejected; any Proposal in which unit prices are obviously unbalanced may be rejected; any Proposal accompanied by an insufficient or irregular bid bond may be rejected; any Proposal which omits acknowledgement of the receipt of addenda may be rejected. 2. QUALIFICATIONS OF BIDDER: The OWNER may make such investigations as he deems necessary to determine the ability of bidder to perform work, and bidder shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any bid if evidence submitted by, or investigation of, such bidder fails to satisfy the OWNER that such bidder is properly qualified to carry out the obligations of the Contract and to complete work contemplated therein. Conditional bids will not be accepted. Bidders must present satisfactory evidence of five similar projects and that they are familiar with the class of work specified, and that they are provided with the necessary capital, tools, machinery and other equipment necessary to conduct the work and complete the improvement within the time specified in the Proposal, in a good and workmanlike manner and to the entire satisfaction of the OWNER and ENGINEER. The Bidder is fully responsible to the OWNER for the acts and omissions of any of the Bidders's proposed subcontractors and of persons either directly or indirectly employed by them as the Bidder is responsible for the acts and omissions of persons directly employed by it. Information Available to Bidders 00100 -1 Before any subcontractor may commence work, the successful Bidder must file with the ARCHITECT and the OWNER satisfactory certificates, in duplicate, from the involved insurance companies, showing insurance coverage to the same extent and the amounts as required by the successful Bidder. No subcontractor will be permitted to commence work until authorization by the ENGINEER to proceed is received in writing by the CONTRACTOR. DETERMINATION OF APPROVED EQUALS AS TO EQUIPMENT AND MATERIALS: Certain types of equipment and kinds of material are described in the specifications by means of trade names and catalog numbers and/or manufacturers' names. In each instance where this occurs it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturers' names, capable of accomplishing the purpose of the types of equipment and kinds of material specifically indicated. Such types of equipment and kinds of material will be acceptable to the OWNER. The types of equipment and kinds of material to be used, if not specifically indicated in the specifications, must be approved in writing by the ENGINEER and be agreed upon by the OWNER prior to letting of the contract. Substitutions will not be considered until after award. 4. ADDENDA: No oral interpretation will be made to any bidder as to the meaning of the specification or of the drawings incorporated therein by reference or otherwise. Every request for such an interpretation shall be made in writing to: Mr. Kenton Torve, P.E. Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 Any inquiry received five (5) or more calendar days prior to time for opening of bids will be considered. Every interpretation by the ENGINEERS shall be in the form of an addendum which will be filed at City Hall, and at the aforesaid office of the ENGINEER, at least two (2) calendar days before the date for opening bids. In addition such addenda will be mailed to all those procuring a set of drawings and specifications, but it shall be the bidder's responsibility to make inquiry as to the addenda issued, and all bids shall be considered and the contract let to the successful bidder upon the basis of all such addenda whether or not in fact received by the bidders. 5. PRE -BID MEETING: A pre -bid meeting at Wenck Associates, Inc., 1800 Pioneer Creek Center, P.O. Box 249, Maple Plain, Minnesota 55359 will be held at time, date, 2012. Information Available to Bidders 00100 -2 6. PRE- CONSTRUCTION CONFERENCE Following award of contracts and prior to starting construction, a Pre - Construction Conference will be held with representatives of the OWNER and ENGINEER. Each CONTRACTOR shall have a responsible person present with authority to represent him in all materials relative to scheduling, coordination of trades, safety procedures, etc. If deemed advisable by the OWNER, additional CONTRACTOR'S Conferences may be held as construction progresses. 7. CONTRACT DOCUMENTS The "Contract Documents" consist of the following: a) Advertisement for Bids b) Information Available to Bidders c) Bid Proposal Form d) Bid Bond e) Contract Agreement fl Statement of Authority and Non- Collusion g) Notice of Award h) Notice to Proceed i) Payment Request Form j) Change Order k) Performance Bond 1) Payment Bond m) EJCDC- Standard General Conditions of the Contract for Construction, 2007 Addition n) OWNER'S Supplemental General Conditions o) Project Manual, Plans and Technical Specifications for Corcoran Sewer and Water Utility Project, March 2012. 8. EXECUTION OF CONTRACT The acceptance of the Proposal will be a notice in writing signed by a duly authorized representative of the OWNER. The acceptance of the Proposal shall bind the successful Bidder to execute the Contract within ten (10) days and to be responsible for liquidated damages for failure to execute the Contract. The rights and obligations provided for in the Contract shall become effective upon the parties only with its formal execution by the OWNER. Following action by the OWNER awarding the Contract, a "Notice of Award" letter will be mailed to the CONTRACTOR together with the prepared Contract Agreement for his/her signature and return. The Notice of Award letter will specify that the CONTRACTOR submit the required affidavits, copies of insurance coverage, a Payment Bond and a Performance Bond. No Contract will be executed until the required affidavits and bonds are submitted and have been approved. The Notice of Award letter will be not an order to proceed. The CONTRACTOR will have no authority to perform work under this Contract until all Contract Documents as indicated above are properly completed and placed on file at the OWNER Offices. Information Available to Bidders 00100 -3 A Letter to Proceed with the work under this project will be mailed to the CONTRACTOR upon satisfaction of the above indicated requirements. A pre - construction conference will be scheduled thereafter. 9. SUBCONTRACTING: No part of the work shall be sublet except with the prior consent of the City of Corcoran. All subcontractors shall be contractors of recognized standing having a record of satisfactory performance. 10. TIME OF COMPLETION: The OWNER, City of Corcoran, requires that sanitary sewer and watermain construction be completed and ready for use as stated in Section 00500 Contract Agreement. 11. COMPLETION OF BID PROPOSAL: All blank spaces in the Bid Proposal form shall be filled in with ink or by typewriter and any alteration, correction or deletion should be initialed as approved by the Bidder, or in the case of a corporate bidder, by its duly authorized office prior to the opening of bids. The price shall be in writing and in figures; in case of conflict, the former shall apply. Bidder shall not include in the Bid Proposal any condition not contemplated by and included in the drawings, specifications and Bid Proposal form. 12. EXECUTION OF BID PROPOSAL: If the Bid Proposal is signed by individual or partnership bidders, it shall be signed by bidder or bidders individually; if signed for a corporate bidder, by the duly authorized officer or officers of a corporate bidder signing for and on behalf of their corporation; or, if signed by attorney -in -fact for a bidder, power of attorney evidencing authority of individual signing shall accompany Bid Proposal. 13. BID SECURITY: Together with bidder's Bid Proposal, he shall submit Bid Security in the form of a certified check made payable to the "CITY OF DELANO" in the amount of not less than five percent (5 %) of the total bid, or a surety bond on form furnished by the OWNER in the same amount, running to the OWNER, with the surety company thereon duly authorized to do business in the State of Minnesota. The Bid Security shall be given to guarantee that the bidder will not, without consent of the OWNER, withdraw his Bid Proposal for a period of one hundred twenty (120) days after the opening of bids and, if the successful bidder, that he will enter into a contract with the OWNER and in connection therewith give Performance and Payment Bonds as required by law and in form as set forth in the specification. The Bid Securities of the three (3) lowest responsible bidders shall be retained by the OWNER until the contract is executed, but in no event longer than one hundred eighty (180) days after the opening of bids, provided, however, that the Bid Security of the successful bidder shall in any event be retained until a contract is executed. The Bid Securities of the other bidders shall be returned five (5) days after the opening of bids. 14. SUBMISSION OF BID PROPOSAL: The bidder shall deliver to the CITY OF CORCORAN, City Hall, 8200 County Road 116, Corcoran, MN 55340, not later than time and date indicated on Advertisement for Bids, his Bid Proposal together with his bid security, all securely sealed in an envelope addressed to the OWNER at the above address, on the outside of which the following shall be clearly inscribed: a. Name of Bidder, and Information Available to Bidders 00100 -4 b. Name of Project, "Bid Proposal for: Corcoran Sewer Interceptor and Watermain, City of Corcoran" 15. WITHDRAWAL OF BID PROPOSAL: No bid shall be withdrawn except with the consent of the OWNER for a period of one hundred eighty (180) days after the date set for the opening of bids or until a contract is let and executed by the successful bidder. 16. SUPPORTING DATA: The bidders shall, on request, submit prior to letting of contract all or any of the following: a. Such catalogs, photographs, drawings, specifications, descriptive information and other details as to special equipment or materials bidder proposes to furnish for the work, to permit evaluation or the merits thereof and determination whether such special equipment or materials comply with the specifications. b. A properly executed Affidavit of Authority and Non - Collusion. c. A statement of Bidder's qualifications. d. A statement setting forth all items of work which the bidder proposes to sublet, and the names of the subcontractors to whom such items will be sublet. 17. SCOPE OF BIDDING: The intent of the drawings and specifications is to prescribe a complete project of work or improvement. The Contract shall be based upon and include by reference the drawings and specifications, and all addenda as herewith provided; all bids must be based upon a full compliance therewith. ** *END OF SECTION * ** Information Available to Bidders 00100 -5 SECTION 00300 BID PROPOSAL FORM CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Sewer, Water Bids Close At: 1:00 PM, 52012 BID PROPOSAL CORCORAN SEWER AND WATER UTILITY PROJECT To: CITY OF CORCORAN City Hall 8200 County Road 116 Corcoran, MN 55340 Proposal of name address Pursuant to the Advertisement for Bids, for Corcoran Sewer and Water Utility Project, to furnish all necessary machinery, equipment, tools, labor and other means of construction and deliver materials and to perform all work at rates and at a total price or prices as hereinafter set forth and in accordance with Drawings and Specifications, and addenda thereto on file in the office of the aforesaid OWNER and the office of Wenck Associates, Inc., 1800 Pioneer Creek Center, P.O. Box 249, Maple Plain, Minnesota 55359. First: In submitting this Bid Proposal, the undersigned bidder understands and agrees that the Information Available to Bidders control and, without limiting the foregoing, that this Bid Proposal is based upon the following undertakings: 1. That Bidder has inspected the site of the work, existing construction in the areas of the proposed work, and has informed themself as to the condition thereof as the same bears on the work to be performed. 2. That bidder has received and examined the Drawings and Specifications, and has informed themself of all addenda thereto, and of the forms of contract and Performance and Payment bonds to be furnished in the event the bidder is the successful bidder and is awarded the contract. 3. Certain types of equipment and kinds of material are described in the specifications by means of trade names and catalog numbers and/or manufacturer's names. In each instance where this occurs, it is not intended to exclude from consideration such types or equipment and kinds of material bearing other trade 00300 -1 Bid Proposal Form TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_ forms _ bonds \00300_Bid Proposal Form.doc names, catalog numbers and/or manufacturer's names, capable of accomplishing the purpose of the types of equipment or kinds of material to be used, if not as specifically indicated in the specifications, must be approved in writing by ENGINEER and be agreed upon by owner prior to letting of the contract. No substitution will be allowed after the letting of the contract except in unusual circumstances such as supplier's strikes, etc. Bidder acknowledges that this proposal is submitted in strict accord with specified requirements. 4. Sealed Bid Proposals will be publicly opened at City Hall offices of the OWNER at 1:00 PM, Tuesday, May 15, 2012 and only Bid Proposals received prior thereto will be considered. 5. The OWNER intends to award a contract to the lowest responsible bidder on the Base Bid amount. The OWNER, however, reserves the right to reject any or all bids and to waive any minor irregularities, informalities or discrepancies. 6. That this bid proposal and the Bid Security submitted herewith may not, except with the consent of the aforesaid OWNER, be withdrawn for a period of one hundred twenty (120) days after the day set for the Opening of Bids. Second: The undersigned bidder agrees, if the successful bidder, to execute the contract in the form as set forth in the specifications and to furnish the required Performance and Payment bonds in form as set forth in the specifications no later than ten (10) calendar days of receiving notice of award of contract from the OWNER. Third: The undersigned bidder further agrees to begin work on receipt of an executed contract and to prosecute said work so as to complete the same as specified in the OWNER'S Supplementary General Conditions, subject to Liquidated Damages, if they apply. Fourth: The undersigned bidder further agrees to guarantee performance of all work in accordance with Drawings and Specifications and in a good and workmanlike manner, and to renew or repair any work that may be rejected due to defective materials or workmanship prior to final completion and acceptance of the material and installation by the OWNER. Fifth: The undersigned bidder further agrees to provide prior to letting of the contract the following: Such catalogs, photographs, drawings, specifications, descriptive information and other details as to special equipment or materials bidder proposes to furnish for the work, to permit evaluation or merits thereof and determination whether such special equipment or materials comply with the specifications. A properly executed Affidavit of Authority and Non - Collusion. A statement of Bidder's qualifications. A statement setting forth all items of work that the bidder proposes to sublet, and names of the subcontractors to whom such items shall be sublet. 00300 -2 Bid Proposal Form TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_ forms _ bonds \00300_Bid Proposal Form.doc Sixth: Following is a tabulation of the undersigned bidder's bid for all work to be performed to carry out the aforementioned construction project including, where required, alternate bids, it being understood that this bid contemplates all machinery, equipment, tools, labor, and other means of construction and all materials and times specified in accordance with the drawings and specifications and all Addenda thereto. At the opening of Bid Proposals, the total bid price will be read out loud. The undersigned bidder proposes to do all unclassified work required to complete the contemplated improvement, at a unit price contract as provided by the specifications. Seventh: Eighth: This bid is genuine and not made in the interest or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; bidder has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid; bidder has not solicited or induced any person, firm, or a corporation to refrain from bidding; and bidder has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. The total bid price represents the material, labor, equipment, all other costs to the bidder and the bidder's profit to complete the project as specified, in the timeframe anticipated. 00300 -3 Bid Proposal Form TA2294- Corcoran\IO -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_ forms _ bonds \00300_Bid Proposal Form.doc Bidder will complete the work for the unit prices or lump sums listed in the Bid Schedule: PREVIOUS PROJECTS List five previous projects, similar in size and scope, year, and reference with phone number. 1. 2. 3. 4. 5. ADDENDUM ACKNOWLEDGMENT Addendum No. 1 Addendum No. 2 Addendum No. 3 Addendum No. 4 Contractor Print Name Title Signature Date 00300 -4 Bid Proposal Form TA2294- Corcoran\IO -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_ forms _ bonds \00300_Bid Proposal Form.doc Enclosed herewith is Bid Security in the form of )a) Certified check in the amount of Dollars ($ ) payable to CITY OF CORCORAN. Cross out one ) )b) Bid Bond in the amount of Dollars ($ ) to CITY OF CORCORAN as obligee. The amount of the Bid Security being at least five percent (5 %) of the total amount of this Bid Proposal as required by the Notice of Call for Bids and by the Information Available to Bidders. WITNESS Our hands and seals this day of 12012 Individual or ) Partnership) Execution ) Co- partners doing business under the name and style of- A Corporation of the State of Corporate ) Execution Corporate ) Seal ) By— Title By Title ** *END OF SECTION * ** 00300 -5 Bid Proposal Form TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_ forms _ bonds \00300_Bid Proposal Form.doc CITY OF CORCORAN SEWER AND WATER UTILITY PROJECT Bid Schedule SCHEDULE A - MISCELLANEOUS -- Corcoran CONTRACT ITEM UNITS QUANT UNIT PRICE TOTAL Mobilization and Demobilization LS 1 LF 1,744 Traffic Control LS 1 LF 6,420 Silt Fence LF 7,724 LF 30 Wetland Restoration - Wetland Seed Mix ACRE 3.5 EACH 3 Site Restoration - Seed and Mulch I ACREJ 16 JEACHI 8 Clearing and Grubbing LS 1 EACH 11 Rock Construction Entrance I EACHI 1 LF 60 TOTAL TOTAL SCHEDULE B - SANITARY SEWER -- Corcoran CONTRACT ITEM UNITS QUANT UNIT PRICE TOTAL 15" PVC Pipe Sewer SDR 35,0 -12' LF 1,658 15" PVC Pipe Sewer SDR 35,12 -14' LF 514 15" PVC Pipe Sewer SDR 35,14 -16' LF 662 15" PVC Pipe Sewer SDR 35,16 -18' LF 530 15" PVC Pipe Sewer SDR 26,18 -20' LF 392 15" PVC Pipe Sewer SDR 26,20 -22' LF 306 15" PVC Pipe Sewer SDR 26,22 -24' LF 608 15" PVC Pipe Sewer SDR 26,24 -26' LF 458 15" PVC Pipe Sewer SDR 26,26 -28' LF 401 15" PVC Pipe Sewer SDR 26,28 -30' LF 163 15" PVC Pipe Sewer SDR 26,30 -32' LF 495 15" PVC Pipe Sewer SDR 26,32 -34' LF 336 15" PVC Pipe Sewer SDR 26,34 -36' LF 165 15" PVC Pipe Sewer SDR 26,36 -38' LF 127 8" PVC Pipe Sewer SDR 26, 26 -28' LF 40 48" Sanitary Sewer MH (0' -12') EACH 19 48" Dia. Excess MH Depth Over 12' LF 155 72" Sanitary Sewer MH (0' -12') EACH 1 72" Dia. Excess MH Depth Over 12' LF 2 Anti- Seepage Collar EACH 11 Stabilization Rock CY 400 Casing and Jacking Across Highway 116 LF 60 TOTAL SCHEDULE C - WATERMAIN -- Corcoran CONTRACT ITEM UANT UNIT PRICE TOTAL 24" Watermain PVC C -905 With Tracer Wire LF 1,744 12" Watermain PVC C -900 With Tracer Wire LF 6,420 8" Watermain PVC C -900 With Tracer Wire LF 30 12" Gate Valve and Box EACH 3 Fire Hydrant w /6" Gate Valve and Box JEACHI 8 Anti-Seepage Collar EACH 11 Casing and Jacking Across Highway 116 LF 60 TOTAL T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_forms_ bonds \Corcoran Sewer and Water Bid Sheet CITY OF CORCORAN SEWER AND WATER UTILITY PROJECT Bid Schedule SCHEDULE D - MCES FORCEMAIN CONTRACT ITEM UNITS QUANT UNIT PRICE TOTAL Mobilization and Demobilization LS 1 Traffic Control LS 1 6" Forcemain PVC C -900 With Tracer Wire LF 1612 Construct 48" Sanitary Sewer MH Over Existing 15" Sewer Stub EACH 1 AirNacuum Release and Cleanout (Complete per Detail) EACH 1 Precast Contrete Vault EACH 1 Site Restoration - Seed and Mulch ACRE 2.4 Casing and Jacking Across CR 10 LF 90 TOTAL SCHEDULE E - MAPLE GROVE WATERMAIN CONTRACT ITEM UNITS QUANT UNIT PRICE TOTAL Mobilization and Demobilization LS 1 Meter MH - Complete EACH 1 Traffic Control LS 1 24" Watermain PVC C -905 With Tracer Wire LF 600 Site Restoration - Seed and Mulch I ACREI 1.2 Connect to Existing 24" Watermain LS 1 TOTAL SUMMARY SCHEDULE A - MISCELLANEOUS SCHEDULE B - SANITARY SEWER SCHEDULE C - WATERMAIN SCHEDULE D - MCES FORCEMAIN SCHEDULE E - CITY OF MAPLE GROVE WATERMAIN T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual \Bidding_forms_ bonds \Corcoran Sewer and Water Bid Sheet SECTION 00410 BID BOND CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Sewer, Water KNOWN PERSONS BY THESE PRESENTS that we, as principal, and. as surety, are held and firmly bound unto CITY OF CORCORAN as obligee, in the sum of ($ ) Dollars, lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents. The condition of this obligation is such that whereas the principal has submitted the accompanying Bid Proposal dated , to complete WORK associated with the installation of a sanitary sewer interceptor and watermain for the CITY OF CORCORAN. NOW, THEREFORE, if the aforesaid principal shall not withdraw (his) (her) (its) (their) Bid Proposal for a period of one hundred twenty (120) days after the opening of bids, and if awarded a contract upon said Bid Proposal shall enter into a contract with CITY OF CORCORAN, and give Public CONTRACTOR'S Bond as required by law and in form specified by the OWNER, then this obligation shall be null and void; otherwise the principal and surety will pay unto the obligee, the sum of not as a penalty, but as liquidated damages sustained by CITY OF CORCORAN, as a result of such failure. Signed and dated this day of 92012 Surety Principal Attorney in Fact 00410 -1 Bid Bond TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Bidding_ forms _ bonds \00410 Bid Bond.doc INDIVIDUAL AND CO- PARTNERSHIP ACKNOWLEDGMENT STATE OF MINNESOTA ) )SS COUNTY OF ) On this day of 2012, before me personally appeared to me known to be the person described in and who executed the foregoing bond, and acknowledged that he (she) executed the same as his (her) own free act and deed. CORPORATE ACKNOWLEDGMENT FOR PRINCIPAL STATE OF MINNESOTA ) )SS COUNTY OF ) On this day of 2012, before me appeared to me personally known, who, being duly sworn, did say that they are respectively and of , a corporation; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that said instrument was executed in behalf of the corporation, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors; and they acknowledge said instrument to be free act and deed of the corporation. 00410 -2 Bid Bond TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Bidding_ forms _ bonds \00410 Bid Bond.doc AFFIX HERE ACKNOWLEDGMENT OF CORPORATE SURETY The form of this bond has been prescribed by CITY OF CORCORAN. NOTICE OF CORPORATE SURETIES: This bond will not be accepted unless executed or countersigned by a Minnesota Agent, resident officers, or attorney in fact whose names and address must be noted in the space hereinafter provided. The corporate surety's form of corporate acknowledgment should be attached in the place provided on this form. Full Name of Surety Company Name of Attorney In Fact Name of Local Agency If this bond is executed outside of the State of Minnesota, it must be countersigned by a Minnesota Resident Agency of the Surety Company. Name of Agency and Agent affixing countersignature Address Signature ** *END OF SECTION * ** 00410 -3 Bid Bond TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Bidding_ forms _ bonds \00410 Bid Bond.doc SECTION 00500 CONTRACT AGREEMENT THIS AGREEMENT is made and executed the—day of , 2012, by and between the CijY of Corcoran, Minnesota, hereinafter referred to as the "OWNER ", and hereinafter referred to as the "CONTRACTOR." WITNESSETH: OWNER and CONTRACTOR, for the consideration hereinafter stated, agree as follows: 1. CONTRACTOR's Duties: The CONTRACTOR shall provide the equipment and construction services specified in the Contract Documents, and shall do everything required by this Agreement and the Contract Documents. CONTRACTOR shall fully and satisfactorily comply with the conditions of the Contract Documents and complete the work contemplated by this Agreement in accordance with the Contract Documents. 2. Bonds: Prior to issuance of the NOTICE TO PROCEED, the CONTRACTOR shall furnish to OWNER a performance bond in the amount 100% of the Contract and a payment bond in the amount of 100% of the Contract both in form and substance satisfactory to the OWNER. 3. Price: OWNER agrees to pay to CONTRACTOR the amount of $ as full, final and complete payment for the labor, materials and services rendered, on a unit price basis, in accordance with CONTRACTOR'S bid tabulation attached hereto, this Agreement and the Contract Documents. 4. Payment: Payments to the CONTRACTOR by the OWNER shall be made as provided in the Contract Documents. OWNER will retain an amount not to exceed 5% of the amount of each payment. Upon completion of 95% of the contract, the OWNER may reduce, in its discretion, the amount of retainage on a payment if, in the OWNER's opinion, the work is progressing satisfactorily. 5. Contract Documents: The Contract Documents consist of all documents listed in paragraph 1.1.1 of the General Conditions of Contract and Supplementary Conditions. The Contract Documents are hereby incorporated with this Agreement and are as much a part of this Agreement as if fully set forth herein. This Agreement and the Contract Documents are the Contract. 6. Completion: The CONTRACTOR shall deliver all equipment and substantially complete all construction on or before , 2012 in accordance with the terms and conditions set forth in the Contract Documents. Substantial completion is defined as completion of all sewer and water. Full completion, including: wetland restoration, turf establishment, and all other restoration shall be completed and ready for final payment by , 2013. Time being an essential element of this Contract, it is hereby agreed that the OWNER will be entitled to damages for non - completion of construction within the prescribed time limits. If the CONTRACTOR should fail to complete the work within the time limit specified in this section and the Contract Documents, the CONTRACTOR will be assessed a daily charge of $1,000.00 plus OWNER's expenses, engineering and legal costs. All charges will be on a working day basis for each working day on which any work remains uncompleted after expiration of the contract times. The above charges, if any, will be deducted from payment due to the CONTRACTOR not as a penalty, but as liquidated damages for breach of contract. 7. Data Practices Act: The CONTRACTOR shall at all times abide by the Minnesota Government Data Practices Act, Minn. Statutes § 13.01, et seq., to the extent that the Act is applicable to data TA2294- Corcoran \I0 -Sewer and Water Planning (TIFDistricts)\BidDo ents \ProjectMaaw1 \ContractForms_ Bonds \00500_ ContractAgre -tdoc 00500 -1 Contract Agreement and documents in the hands of the CONTRACTOR. 8. Audits: The books, records, documents, and accounting procedures and practices of the CONTRACTOR or other parties relevant to this agreement are subject to examination by the OWNER and either Legislative Auditor or the State Auditor for a period of six years after the effective date of this Contract. 9. Income Tax Withholding: No final payment shall be made to the CONTRACTOR until the CONTRACTOR has provided satisfactory evidence to the OWNER that the CONTRACTOR and each of its subcontractors have complied with the provisions of Minn. Statutes § 290.92 relating to withholding of income taxes upon wages. A certificate by the Department of Revenue shall satisfy this requirement. Note: This section applies to contractors who undertake to supply labor or a combination of labor and materials for specific construction, repairs, rehabilitation or improvements. It does not apply to contractors for maintenance services or dealers, merchants and suppliers who supply materials only. 10. Worker's Compensation: CONTRACTOR represents and warrants that it has and will maintain during the performance of this agreement worker's compensation insurance coverage required pursuant to Minn. Statute § 176.181, subd. 2 and that the certificate of insurance or the written order of the Department of Commerce permitting self insurance of worker's compensation insurance coverage provided to the OWNER prior to execution of this agreement is current and in force and effect. 11. Discrimination: In performance of this contract, the CONTRACTOR shall not discriminate on the grounds of or because of race, color, creed, religion, national origin, sex, marital status, status with regards to public assistance, disability, sexual orientation, or age against any employee of the CONTRACTOR, any subcontractor of the CONTRACTOR, or any applicant for employment. The CONTRACTOR shall include a similar provision in all contracts with subcontractors to this contract. The CONTRACTOR further agrees to comply with all aspects of the Minnesota Human Rights Act, Minn. Statutes § 363.01, et seq., Title VII of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990. 12. Conflicts: No salaried officer or employee of the OWNER and no officer of the OWNER shall have a financial interest, direct or indirect, in this contract. The violation of this provision renders the Contract void. Any federal regulations and applicable state statutes shall not be violated 13. Claims: To receive any payment on this Contract, the invoice or bill must include the following signed and dated statement: "I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid." 14. CONTRACTOR's Prompt Payment of Subcontractors: The CONTRACTOR shall pay to any subcontractor within ten (10) days of the CONTRACTOR's receipt of payment from the OWNER for undisputed services provided by the subcontractor. The CONTRACTOR shall pay interest of one and a half percent (1 '/2 %) per month or any part of a month to a subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the CONTRACTOR shall pay the actual amount due to the subcontractor. 15. Counterparts: This Agreement may be executed in multiple counterparts each of which shall be considered an original. 16. Whole Agreement: This Agreement and the Contract Documents constitute the final and complete agreement of the parties and shall supersede and replace any prior oral or written agreements between OWNER and CONTRACTOR. Any subsequent modification must be in writing signed by both parties. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectMaaual \Contract Forms_ Bonds \00500_ ContractAgre —tdoc 00500-2 Contract Agreement 17. Governing Law: This Agreement shall be governed and construed under the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands as of the date set forth above. CITY OF CORCORAN BY ITS BY ITS CONTRACTOR[ ] BY ITS BY ITS ** *END OF SECTION * ** T:\2294- Corcoran \I0 -Sewer and Water Planning (TIF Districts)\Bid D— ents\ProjectMaaw1 \Contract Forms_ Bonds \00500_ ContractAgre —tdoc 005 00 —3 Contract Agreement SECTION 00505 AFFIDAVIT OF AUTHORITY AND NON - COLLUSION CITY OF CORCORAN Corcoran Sewer and Water Utility Project Class of Work: Sewer, Water AFFIDAVIT OF AUTHORITY AND NON - COLLUSION I hereby swear (or affirm) under the penalty for perjury: 1. That I am the bidder (if the bidder is an individual), a partner of the bidder (if the bidder is a partnership), or an officer or employee of the bidding corporation (if the bidder is a corporation), having authority to sign on his, hers, or its behalf and if awarded the contract to enter into such contract; 2. That the attached bid or bids have been arrived at by the bidder independently and have been submitted without collusion with, and without any agreement, understanding or planned common course of action with any other vendor of materials, supplies, equipment or services described in the Advertisement for Bids, designed to limit independent bidding or competition; 3. That the contents of the bid or bids have not been communicated by the bidder or its employees or agents to any person not an employee or agent of the bidder or its surety on any bond furnished with the bid or bids and will not be communicated to any such person prior to the official opening of the bid or bids; and 4. That I have fully informed myself regarding the accuracy of the statements made in this statement. CONTRACTOR [NAME] By_ Its By_ Its ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sew mdWater Planning(TIFDistricts)\Bid Documents \PrjeaManual\Bidding_forms_ bonds \00505 StatementofAuthmityand Non- Collusion.doc 00505 -1 Affidavit of Authority and Non- Collusion SECTION 00510 NOTICE OF AWARD To: (CONTRACTOR) Project Title: Corcoran Sewer and Water Utility Project Project Description: The WORK, in accordance with drawings and technical specifications, consists of all labor, materials, tools, permits, bonds, machinery, equipment, and services including utility and transportation services necessary for the construction of a sanitary sewer interceptor and appurtenances and construction of a watermain and appurtenances. The OWNER has considered the Bid submitted by you for the above described work in response to its Advertisement for Bids dated , and Instructions to Bidders. You are hereby notified that your Bid has been accepted for items in the Amount of You are required by the Instructions to Bidders to execute the Agreement and furnish the required Performance and Payment Bonds, and certificates of insurance within ten (10) calendar days from the date of this notice to you. If you fail to execute said agreement and to furnish said bonds within ten (10) days from the date of this notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your bid as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this Notice of Award to the OWNER. Date this , date of', 2012. LM City of Corcoran (OWNER) Dan Donahue Title: City Administrator 00510 -1 Notice of Award TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms_Bonds \00510 Notice of Award.doc ACCEPTANCE OF NOTICE Receipt of the above Notice of Award is hereby acknowledged by this the day of 12012. Tltl ** *END OF SECTION * ** 00510 -2 Notice of Award TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms Bonds \00510 Notice of Award.doc SECTION 00520 NOTICE TO PROCEED To: (Contractor) Date: Project: Corcoran Sewer and Water Utility Prqject You are hereby notified to commence WORK in accordance with the Agreement dated day of , 2012, and substantial completion in accordance with Contract Documents. City of Corcoran (OWNER) Kenton C. Torve, P.E. Title: City of Corcoran Engineer ACCEPTANCE OF NOTICE Receipt of the above Notice of Proceed is hereby acknowledged by this the day of 12012. LIN Title: ** *END OF SECTION * ** 00520 -1 Notice to Proceed TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms_Bonds \00520 Notice to Proceed.doc SECTION 00530 PAYMENT REQUEST FORM OWNER: City of Corcoran PROJECT: Corcoran Sewer and Water Utility Project CONTRACTOR: PAY ESTIMATE NO. Original Contract Amount ......................................................... ..............................$ Contract Changes approved to Date (List Change Order Numbers) .......................$ RevisedContract Price .............................................................. ..............................$ Work Completed to Date (see attached) .................................... ..............................$ Retainageto Date, 5% ............................................................... ..............................$ Work Completed to Date Less Retainage to Date ..................... ..............................$ Total Amount Previously Certified ........................................... ..............................$ Payment Request This Estimate ................................................ ..............................$ I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. CONTRACTOR 00530 -1 Payment Request Form TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms_Bonds \00530 Payment Request Form.doc CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract dated and :S Title Approval: CONTRACTOR , 2012 between CITY OF CORCORAN (OWNER) WENCK ASSOCIATES, INC. CITY OF CORCORAN (CONTRACTOR) and all authorized changes thereto. Kenton C. Torve, P.E. ** *END OF SECTION * ** Date Date Date 00530 -2 Payment Request Form TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms_Bonds \00530 Payment Request Form.doc SECTION 00540 CHANGE ORDER Change Order No. Date Agreement Date Name of Project: Corcoran Sewer and Water Utility Project Owner: City of Corcoran Contractor: The following changes are hereby made to the Contract Documents: Justification: Original Contract Price: $ Current Contract Price adjusted to previous Change Order: $ The Contract Price due to this Change Order will be (increased) (decreased) by $ The new Contract Price including this Change Order will be $ The Contract Time will be (increased) (decreased) by calendar days. The revised contract completion date for completion of all work will be Approvals Required: To be effective, this Order must be approved by the Owner and the Contractor if it changes the scope of objective of the work, or as may otherwise be required by the OWNER'S Supplemental General Conditions. Requested by: Ordered by: Accepted by: Kenton C. Torve, P.E., Corcoran City Engineer City of Corcoran (Contractor) Original Contract — Required Completion Date Current Contract Completion Date adjusted to previous change order ** *END OF SECTION * ** 00540 -1 Change Order TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms_Bonds \00540_Change Order.doc SECTION 00620 PERFORMANCE BOND Any singular reference to CONTRACTOR, SURETY, OWNER, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address) SURETY (Name and Principal Place of Business) CITY OF CORCORAN City Hall 8200 County Road 116 Corcoran, MN 55340 CONSTRUCTION CONTRACT DATE: AMOUNT: (Written Amount) Description (Project Name and Location): 2012 Corcoran Sewer and Water Utility Project-, Corcoran, MN BOND DATE: AMOUNT: (Written Amount) 2012 00620 -1 Performance Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract FormsBonds \00620 Performance Bond.doc Contractor (Corporate Seal) Company Name: By: (Signature) Name: (Typewritten) ITS: (Title) Surety (Corporate Seal) Company Name: By: (Signature) Name: (Typewritten) ITS: (Title) On this day of , 2012, before me personally appeared and , on behalf of the CONTRACTOR and SURETY named in this Performance Bond above, respectively, and each of them, as their free act and deed, caused this Performance Bond to be executed as of this date. Notary Public ATTACH POWER OF ATTORNEY FROM SURETY TO THIS BOND For Information Only (Name, Address and Telephone) Agent or Broker: Owner's Representative (Engineer) Kenton C. Torve, P.E. Wenck Associates, Inc. 1800 Pioneer Creek Center Post Office Box 249 Maple Plain, Minnesota 55359 00620 -2 Performance Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract FormsBonds \00620 Performance Bond.doc 1. Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3. If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1. The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below, that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2. The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be declared earlier than twenty days after the Contractor and the Surety have received notice as provided in Subparagraph 3.1: and 3.3. The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terns of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner. 4. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 4.1. Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2. Undertake to perform and complete the Construction Contract itself, through its agents or through independent contractors: or 4.3. Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default: or 4.5. Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, tender payment therefor to the Owner; or 2. Deny liability in whole or in part and notify the Owner citing reasons therefor. If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4. 1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Surety is obligated without duplication for: 6.1. The responsibilities of the contractor for correction of defective work and completion of the Construction Contract; 6.2. Additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3. Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non - performance of the Contractor. 00620 -3 Performance Bond TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms Bonds \00620 Performance Bond.doc 7. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, or successors. 8. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 9. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 10. Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. 11. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12. Definitions. 12.1. Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 12.2. Construction Contract: The agreement between the Owner and the Contractor identified in the signature page, including all Contract Documents and changes thereto. 12.3. Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract. 12.4.Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. ** *END OF SECTION * ** 00620 -4 Performance Bond TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual \Contract Forms Bonds \00620 Performance Bond.doc SECTION 00630 PAYMENT BOND Any singular reference to CONTRACTOR, SURETY, OWNER, or other party shall be considered plural where applicable. CONTRACTOR (Name and Address) SURETY (Name and Principal Place of Business) OWNER (Name and Address) CITY OF CORCORAN City Hall 8200 County Road 116 Corcoran, MN 55340 CONSTRUCTION CONTRACT DATE: 12012 AMOUNT: (Written Amount) Description (Project Name and Location): Corcoran Sewer and Water Utility Project; Corcoran, MN DATE: 92012 AMOUNT: (Written Amount) 00630 -1 Payment Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Contract Forms Bonds \00630_Payment Bond.doc Contractor (Corporate Seal) Surety (Corporate Seal) Company Name: Company Name: By: (Signature) Name: (Typewritten) ITS: (Title) By: (Signature) Name: (Typewritten) ITS: (Title) On this day of , 2012, before me personally appeared and , on behalf of the CONTRACTOR and SURETY named in this Payment Bond above, respectively, and each of them, as their free act and deed, caused this Payment Bond to be executed as of this date. Notary Public ATTACH POWER OF ATTORNEY FROM SURETY TO THIS BOND For Information Only (Name, Address and Telephone) Agent or Broker: Owner's Representative (Engineer) Kenton C. Torve, P.E. Wenck Associates, Inc. 1800 Pioneer Creek Center Post Office Box 249 Maple Plain, Minnesota 55359 00630 -2 Payment Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Contract Forms Bonds \00630_Payment Bond.doc 2. 3. 4. The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference. With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1. Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2. Defends, indemnifies and holds harmless the Owner from all claims, demands, liens or suits by any person or entity who furnished labor, materials or equipment for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands liens or suits to the Contractor and the Surety, and provided there is no Owner Default. With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due. The Surety shall have no obligation to Claimants under this Bond until: 4.1. Claimants who are employed by or have direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and send a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2. Claimants who do not have a direct contract with the Contractor: 1. Have furnished written notice to the Contractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed: and 2. Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have send a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5. If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. 6. When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1. Send an answer to the Claimant, with a copy to the Owner within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2. Pay or arrange for payment of any undisputed amounts. 7. The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the contractor and the Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 9. The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11. No suite or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2 (iii), or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 00630 -3 Payment Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Contract Forms Bonds \00630_Payment Bond.doc 13. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is, that this Bond shall be construed as a statutory bond and not as a common law bond. 14. Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. DEFINITIONS 15.1. Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2. Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Defaults: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. ** *END OF SECTION * ** 00630 -4 Payment Bond TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Contract Forms Bonds \00630_Payment Bond.doc M x" Y 113MIX1111 GENERAL CONDITIONS EJCDC — Standard General Conditions of the General Contract for Construction, 2007 Edition, are available from the Engineer's office. 00700 -1 General Conditions SECTION 00800 SUPPLEMENTARY CONDITIONS PART I - AMENDMENTS TO GENERAL CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (EJCDC Document No. C -700, 2007 edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions which are defined in the General Conditions have the meanings assigned to the General Conditions. ARTICLE 1. DEFINITIONS AND TERMINOLOGY SC -1.01 SC- 1.01.A.12. Delete paragraph 1.0I.A.12 of the General Conditions in its entirety and insert the following in its place: SC- 1.01.A.12 Contract Documents — The documents that comprise the Contract Documents are set forth in the Information Available to Bidders. SC- 1.01.A.19 Add a new sentence at the end of Paragraph 1.0 LA. 19 to read as follows: The project has been designed by Wenck Associates, Inc. 1800 Pioneer Creek Center, Maple Plain, MN 55359 who will act as ENGINEER in connection with completion of the Work in accordance with the Contract Documents. SC- 1.01.A.52 Utilities - All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, poles or other such facilities or attachments and supports, and any encasements containing such facilities which have been installed above or underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. ARTICLE 2. PRELIMINARY MATTERS SC -2.01 Delete paragraph 2.01.13 of the General Conditions in its entirety and insert the following in its place: SC- 2.01.13 Evidence oflnsurance: Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with copies to ENGINEER and each additional insured identified in Article 5 of the Supplementary Conditions, certificates of insurance (and other evidence requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with the requirements of Article 5. Neeffiya Delete the word "ten" from the first sentence of paragraph 2.02A and insert the word "three" in place of "ten." SC -2.03 Delete paragraph 2.03.A of the General Conditions in its entirety and insert the following in its place: 00800 -1 Supplementary Conditions SC- 2.03.A A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. The Contract Time will commence at the time specified in the Notice to Proceed or, if no such notice is given, thirty days following the Effective Date of the Agreement, provided the Notice to Proceed may not specify a time of commencement later than sixty days after the Effective Date of the Agreement. SC -2.05. Add a new paragraph immediately after 2.05.A.3 of the General Conditions to read as follows: SC- 2.05.A.4 A list of Subcontractors and major suppliers. SC-2.06. Add a new sentence at the end of Paragraph 2.06.A to read as follows: The CONTRACTOR will also be prepared to discuss his/her proposed methods of complying with the Contract Documents. ARTICLE 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE SC -3.01 Add a new paragraph immediately after Paragraph 3.01.A of the General Conditions which is to read as follows: SC- 3.01.A.1. Each and every provision of law and clause required by law to be inserted in these Contract Documents shall be deemed to be inserted herein, and they shall be read and enforced as though it were included herein, and if through mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. Add the following language prior to the last sentence of paragraph 3.0I.B of the General Conditions: If there is any conflict between the provisions of the Contract Documents and any such referenced provisions, the language of the Contract Documents will take precedence over that of any standard specification, manual or code. ARTICLE 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC -4.01. Add a new paragraph immediately after paragraph 4.01.0 of the General Conditions which is to read as follows: SC- 4.01.1). If all lands and rights -of -way are not obtained as herein contemplated before construction begins, CONTRACTOR shall begin the Work upon such land and rights -of -way as OWNER has previously acquired. SC -4.02. Add a new paragraph immediately after paragraph 4.02.13 of the General Conditions which is to read as follows: SC- 4.02.C. 00800 -2 Supplementary Conditions In the preparation of Drawings and Specifications, the ENGINEER has relied upon the following reports and tests of subsurface physical conditions at the site. Such reports are not part of the Contract Documents, but included in the appendix of the Project Manual for reference. SC -4.05. Add a new paragraph immediately after paragraph 4.05.A. of the General Conditions which is to read as follows: SC- 4.05.A. ENGINEER may check the lines, elevations, reference marks, batter boards, etc., set by CONTRACTOR, and CONTRACTOR shall correct any errors disclosed by such check. Such a check shall not be considered as approval of CONTRACTOR's work and shall not relieve CONTRACTOR of the responsibility for accurate construction of the entire Work. CONTRACTOR shall furnish personnel to assist ENGINEER in checking lines and grades. ARTICLE 5. INSURANCE AND BONDS SC -5.01. Delete paragraph 5.01.A. of the General Conditions in its entirety and replace with the following: SC- 5.01.A. Unless otherwise exempted in these Contract Documents, the Contractor shall furnish a Performance Bond and a Labor and Material Payment Bond (individually a "Bond" and collectively "Bonds ") to the Owner. The Performance Bond shall be in an amount equal to 100% of the full amount of the Contract sum as security for the faithful performance of the Contract, and the Labor and Material Payment Bond shall be in an amount equal to 100% of the full amount of the Contract sum as security for the payment of all persons performing labor and furnishing materials in connection with the Contract Documents. Such Bonds shall be on forms approved by or provided by the Owner and shall name the Owner as primary Obligee. The surety issuing the Bonds shall be satisfactory to the Owner, be licensed to issue Bonds in the State of Minnesota, shall be rated by A.M. Best an A- (minus) or better. SC -5.04. Add new paragraphs immediately after paragraph 5.04.11 which are to read as follows: SC- 5.04.C. COMMERCIAL GENERAL LIABILITY Contractor shall maintain insurance to cover claims arising from operations under this Contract, whether such operations are by the Contractor, Subcontractor, Sub - Subcontractor or by anyone directly or indirectly employed under this Contract. Unless otherwise specified, the insurance minimum limits of liability shall be as follows: $2,000,000 — Per Occurrence $2,000,000 — Annual Aggregate applying per project or location $2,000,000 — Annual Aggregate applying to Products and Completed Operations $50,000 — Fire Damage (any one fire) $5,000 — Medical Expense (any one person per occurrence) The following coverages shall be included: - Premises and Operations Bodily Injury and Property Damage - Personal Injury & Advertising Injury - Products and Completed Operations Liability, to be maintained for at least 3 years after completion of the work under this contract. - Contractual Liability as provided in ISO form CG 00 01 10 01 or its equivalent 00800 -3 Supplementary Conditions - Pollution exclusion with standard exception as per Insurance Services Office (ISO) Commercial - General Liability Coverage Form — CG 00 01 10 01 or equivalent - Independent Contractors — Let or Sublet work - Explosion, Collapse, and Underground (XCU) perils - Broad Form PD - Waiver of Subrogation in favor of the State of Minnesota Officers and Employees of the Owner, the Engineer and its agents shall be named as Additional Insureds, by endorsement, ISO Forms CG 20 10 and CG 20 37 or their equivalent for claims arising out of the Contractor's negligence or the negligence of those for whom the Contractor is responsible. INDEMNIFICATION To the fullest extent permitted by law and to the extent claims, damages, losses or expenses are not covered by insurance purchased by the Contractor in accordance with SC -5.04, the Contractor shall indemnify and hold harmless the Owner, Owner's Representatives, Engineer, Engineer's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in these Indemnification requirements. In claims against any person or entity indemnified under these Indemnification requirements by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under the paragraph above shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. The obligations of the Contractor under these Indemnification requirements shall not negate, abridge or reduce the liability of the Engineer, the Engineer's consultants and agents and employees of any of them SC- 5.04.D. BUSINESS AUTOMOBILE LIABILITY Contractor shall maintain insurance to cover liability arising out of the operations, use, or maintenance of all owned, non -owned and hired vehicles. Unless otherwise specified, the insurance minimum limits shall be as follows: $2,000,000 — Per Occurrence combined Single Limit Bodily Injury and Property Damage. The following coverages shall be included: - Owned Automobiles - Hired Automobiles - Non -owned Automobiles - CA 9948 Endorsement — Pollution Liability — Broadened Coverage (or equivalent) CA 9948 is an endorsement that is attached to an Automobile Liability policy for Contractors who are handling pollutants. This endorsement extends the Automobile Liability policy to cover liabilities incurred as a result of the discharge, dispersal, seepage, migration, release or escape of pollutants that are part of the contract work, which are being transported, towed by, handled, stored, disposed of or processed in or upon a covered vehicle, if they are upset or overturned. - MCS 90 Endorsement MCS -90 is an endorsement that is attached to the Automobile Liability policy of motor carriers as set forth by the Motor Carrier Act of 1980. The endorsement assures compliance by the insured, within the 00800 -4 Supplementary Conditions limits stated therein, with Sections 29 and 30 of the Motor Carrier Act of 1980 and the rules and regulations of the Federal Highway Administration (FHWA) and the Interstate Commerce Commission (ICC). In addition, such insurance shall include a waiver of subrogation in favor of the Owner. SC- 5.04.E. WORKER'S COMPENSATION Contractor shall provide the statutory requirements for workers compensation insurance. Evidence of Subcontractor insurance shall be filed with the Contractor. SC- 5.04.F. UMBRELLA OR EXCESS LIABILITY An Umbrella or Excess Liability insurance policy may be used to supplement the Contractor's policy limit to satisfy the full policy limits required by the Contract. ADDITIONAL INSURANCE CONDITIONS SC- 5.04.G. Primary and Non - Contributory — Contractor's policy(ies) shall be primary and non- contributory insurance to any other valid and collectible insurance available to the State of Minnesota or self - insurance maintained by the State of Minnesota with respect to any claim arising out of this Contract. SC- 5.04.H. Contractor is responsible for payment of contract related insurance premiums and deductibles. SC- 5.04.I. Insurance Companies must have an AM Best rating of A- (minus) and a Financial Size Category of VII, or better, and be authorized to do business in the State of Minnesota. SC- 5.04.J. Insurance Companies waive their rights to assert the immunity of the State as a defense to any claims arising out of this Contract. SC- 5.04.K. The above establishes minimum insurance requirements. It is the sole responsibility of the Contractor to determine the need for and to procure additional insurance that may be needed in connection with this contract. SC- 5.04.L. Certificates of Insurance acceptable to the State of Minnesota shall be submitted prior to commencement of the work under this contract. Such Certificates and the insurance policies required under SC -5.04 shall contain a provision that coverage afforded under these policies shall not be cancelled without at least thirty (30) days advanced written notice to the Owner. Upon written request of the Owner, the Contractor shall provide a true copy of any policy, and endorsement thereof that is part of this Contract. The failure of the State of Minnesota to obtain Certificate(s) of Insurance, for the policy(ies) required under SC -5.04 or renewals thereof, shall not constitute a waiver by the Owner to the Contractor to provide such insurance. SC- 5.04.M. Owner's Liability Insurance: The Owner will be responsible for maintaining its own liability insurance or self insurance program and, at its option, may purchase and maintain such insurance as will protect the Owner against claims which may arise from operations under the Contract. ARTICLE 6. CONTRACTOR'S RESPONSIBILITIES SC -6.02. Add a new paragraph immediately after paragraph 6.02.13. of the General Conditions which is to read as follows: SC- 6.02.C. Regular working hours are defined as Monday through Friday between the hours of 7:00 AM and 10:00 PM and Saturday, Sunday and holidays between the hours of 9:00 AM and 9:00 PM. Requests 00800 -5 Supplementary Conditions to work other than regular working hours shall be submitted to ENGINEER not less than 48 hours prior to any proposed weekend work or scheduled extended work weeks. SC- 6.02.D. CONTRACTOR shall reimburse the OWNER for additional engineering and/or inspection costs incurred as a result of overtime work in excess of the regular working hours stipulated in Article 6, SC- 6.02.C. At OWNER's option, overtime costs may either be deducted from the CONTRACTOR's monthly payment request or deducted from the CONTRACTOR's retention prior to release of final payment. Overtime costs for the OWNER's personnel shall be based on the individual's current overtime wage rate. Overtime costs for personnel employed by the ENGINEER or OWNER's independent testing laboratory shall be calculated in accordance with the terms of their respective contracts with the OWNER. SC -6.03. Add the following to the end of Paragraph 6.03.B. of the General Conditions: Preference will be given to Minnesota manufactured products where quality and cost considerations are equal and the products are in compliance with the specifications. Requests for substitutions must be received by the ENGINEER at least 10 days prior to the bid opening in order to be considered for pre -bid approval. Requests after this date will not be considered until after the award of the Contract. SC -6.06. Delete Paragraphs 6.06.A and 6.06.B of the General Conditions in their entirety and insert the following in its place: SC- 6.06.A CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization, (including those who are to furnish the principal items of materials or equipment), whether initially or as a substitute, against whom OWNER may have reasonable objection. Acceptance of any Subcontractor, other person or organization by OWNER shall not constitute a waiver of any right of OWNER to reject defective Work. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom CONTRACTOR has reasonable objection. The Contractor shall not sublet, sell, transfer, assign, or otherwise dispose of the Contract or Contracts or any portion thereof, or of right, title, or interest therein, without written consent of the Owner. In case consent is given, the Contractor will be permitted to sublet a portion thereof, but the Contractor's organization shall perform work amounting to not less than 50 percent of the total original Contract cost. Items designated in the Contract as "specialty items" may be subcontracted and the cost or any specialty items performed by subcontract will be deducted from the total cost before computing the amount of work required to be performed by the Contractor's own organization. SC- 6.06.B. OWNER or ENGINEER may furnish to any such Subcontractor, Supplier or other person or organization, to the extent practicable, information about amounts paid on their behalf to CONTRACTOR in accordance with CONTRACTOR's Applications for Payment. Add a new paragraph after paragraph 6.06.G of the General Conditions which is to read as follows: SC- 6.06.H. The prime CONTRACTOR is required to make payments to the Subcontractor(s) in the same manner that the OWNER is required to make payments to the prime CONTRACTOR. 1. Prompt Payment: In accordance with MN Stat. 16A. 1245, the prime CONTRACTOR shall, within 10 days of receipt of a progress payment, pay all Subcontractors and suppliers having an interest in the contract their pro rata share of the payment for all undisputed services provided by the Subcontractors on any undisputed amount not paid on time. If the prime CONTRACTOR does not pay any Subcontractor or supplier on time, the prime CONTRACTOR must pay interest of 1 1/2% per month or any part of a month on any undisputed amount not paid on time. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the prime CONTRACTOR 00800 -6 Supplementary Conditions shall pay the actual penalty due the Subcontractor. Any Subcontractor who prevails in a civil action to collect interest penalties from a prime CONTRACTOR must be awarded its costs and disbursements, including attorney's fees incurred bringing the action. 2. Retainage: The prime CONTRACTOR may withhold as retainage from Subcontractor(s) progress payments in an amount not to exceed five (5) percent of the payment. The prime CONTRACTOR shall reduce or eliminate the retainage for a Subcontractor in the same manner that the OWNER reduces or eliminates the retainage for the prime CONTRACTOR. Enforcement: The enforcement of these conditions shall be the responsibility of the Subcontractor(s) working through the prime CONTRACTOR and the prime CONTRACTOR's surety. To facilitate the resolution of any problems relating to these provisions, the prime CONTRACTOR shall furnish the Subcontractor(s) with the name, address and telephone number of the prime CONTRACTOR's surety within ten (10) days of the date on which the prime CONTRACTOR signs a Contract with the OWNER. The attention of the Subcontractor is directed to the State Requirement that each CONTRACTOR be required to file a bond with the State in the amount of the Contract price. Minnesota Statute 574.31 provides a limit of time to bring an action on any such bond. For the benefit of all parties we quote the section in its entirety: 574.31 LIMIT OF TIME TO BRING ACTION No action shall be maintained on any such bond unless within 90 days after the completion of the Contract and acceptance thereof by the proper public authorities, the claimant shall file a written notice specifying the nature and amount of his /her claim and the date of furnishing the last item thereof in the office of the Commissioner of Insurance, in case the contract is for the performance of work for the State or any department thereof, and, in case the contract is let by any County, Municipal corporation, in which such Municipal Corporation, Public Board or body is situate, and if situate in two or more counties, then such notice shall be filed in the office of the auditor of each County; nor unless action is begun within one year after the filing of such notice. The County auditor shall enter the time of filing every notice in a book kept for that purpose, which shall be properly indexed. "Subd. 2. Claims on payment bonds. (a) In the event of a claim on a payment bond by a person furnishing labor and materials, no action shall be maintained on the payment bond unless, within 90 days after completion, delivery, or provision by the person of its last item of labor and materials, for the public work, the person serves written notice of claim under the payment bond personally or by certified mail upon the surety that issued the bond and the contractor on whose behalf the bond was issued at their addresses as stated in the bond specifying the nature and amount of the claim and the date the claimant furnished its last item of labor and materials for the public work. For the purpose of this section, notice is sufficient if served personally or via certified mail to the addresses of the contractor and surety listed on the bond." The form of the notice is contained in Minn. Stat. 574.3 1, subd. 2. SC -6.09 Add new paragraphs immediately after paragraph 6.09.C. of the General Conditions to read as follows: SC- 6.09.1). The CONTRACTOR shall conform with and agree to provisions of Minnesota Statutes section 181.59 which prohibits discrimination in the hiring of labor by reason of race, creed or color, which section is reproduced below: SC -6.10. Add a new paragraph immediately after paragraph 6.10.A. of the General Conditions to read as follows: 00800 -7 Supplementary Conditions SC- 6.10.13. All Contractors and subcontractors shall comply with the provisions of Minnesota Statutes 290.92 relative to the withholding of income tax on wages and no final settlement with any Contractor shall be made until said Contractor has offered satisfactory proof of compliance with the provisions of the withholding section of the statute. SC -6.20. Add a new paragraph immediately after paragraph 6.20.C. to read as follows: SC- 6.20.1) If through the acts of neglect on the part of CONTRACTOR, any other Contractor or any other Subcontractor shall suffer loss or damage on the Work, CONTRACTOR shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert any claim against OWNER on account of any damage alleged to have been sustained, OWNER shall notify CONTRACTOR, who shall indemnify and save harmless OWNER against any such claims. ARTICLE 8. OWNER'S RESPONSIBILITIES SC -8.06. Delete Paragraph 8.06 of the General Conditions in it entirety. ARTICLE 9. ENGINEER'S STATUS DURING CONSTRUCTION SC -9.03. Add a new paragraph immediately after paragraph 9.03.A. of the General Conditions which is to read as follows: SC- 9.03.B Resident Project Representative (RPR) will be ENGINEERS'S employee or agent at the Site, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding RPR'S actions. RPR'S dealings in matters pertaining to the on -site Work shall in general be with ENGINEER and CONTRACTOR keeping OWNER advised as necessary. RPR'S dealings with Subcontractors shall only be through or with the full knowledge and approval of CONTRACTOR. RPR shall generally communicate with OWNER with the knowledge of and under the direction of ENGINEER. 1. Duties and Responsibilities to RPR: a. Schedules: Review the progress schedule, schedule of Shop Drawing and Sample submittals and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning acceptability. b. Conferences and Meetings: Attend meetings with CONTRACTOR, such as pre - construction conferences, progress meetings, job conferences and other project - related meetings, and prepare and circulate copies of minutes thereof. c. Liaison: 1) Serve as ENGINEER'S liaison with CONTRACTOR, working principally thorough CONTRACTOR'S superintendent and assist in providing understanding of the intent of the Contract Documents; and assist ENGINEER in serving as OWNER'S liaison with CONTRACTOR when CONTRACTOR'S operations affect OWNER'S operations on the Site. 2) Assist in obtaining from Owner additional details or information, when required for proper execution of the Work. d. Shop Drawings and Samples: 1) Record date of receipt of Shop Drawings and Samples, which are received at the Site. 2) Receive Samples which are furnished at the Site by CONTRACTOR, and notify ENGINEER of availability of Samples for examination. 00800 -8 Supplementary Conditions 3) Advise ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or Sample if the submittal has not been approved by ENGINEER. e. Review Work, Rejection of Defective Work, Inspections and Tests: 1) Conduct observation of the Work in progress on the Site to assist ENGINEER in determining if the work is in general proceeding in accordance with the Contract Documents. 2) Report to ENGINEER whenever RPR believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise ENGINEER of Work that RPR believes should be corrected or rejected or should be uncovered for observations, or requires special testing, inspection or approval. 3) Verify that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that CONTRACTOR maintains adequate records thereof, and observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. 4) Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to ENGINEER. f. Interpretation of Contract Documents: Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarifications and interpretations as issued by ENGINEER. g. Modifications: Consider and evaluate CONTRACTOR'S suggestions for modifications in Drawings or Specifications and report with RPR' S recommendations to ENGINEER. Transmit to CONTRACTOR decisions as issued by ENGINEER. h. Records: 1) Maintain at the Site orderly files for correspondence, reports of job conferences, Shop Drawings and Samples, and reproductions of original Contract Documents including all Addenda, Change Orders, Field Orders, additional Drawings issued subsequent to the execution of the Agreement. ENGINEER'S clarifications and interpretations of the Contract documents, progress reports, and other Project related documents. 2) Keep a record, recording CONTRACTOR hours on the Site, weather conditions, and data relative to questions on Change Orders or changed conditions, list of visitors to the site, daily activities, decisions, observation in general, and specific observations in more detail as in the case of observing test procedures; and send copies to ENGINEER. 3) Record names, address and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of materials and equipment. i. Reports: 1) Furnish ENGINEER periodic reports as required of progress of the Work and of CONTRACTOR'S compliance with the progress schedule and schedule of Shop Drawings and Sample submittals. 2) Consult with ENGINEER in advance of scheduled major tests, inspections or start of important phases of the Work. 3) Draft proposed Change Orders, obtaining backup material from CONTRACTOR and recommend to ENGINEER Change Orders and Field Orders. 4) Report immediately to ENGINEER and OWNER upon the occurrence of any accident. j. Payment Requests: Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and submit recommendations to ENGINEER, noting particularly the relationship of the payment requested tot he schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. k. Certificates, Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by CONTRACTOR are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to ENGINEER for review and forwarding to OWNER prior to final payment for the Work. 1. Completion: 00800 -9 Supplementary Conditions 1) Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring completion or correction. 2) Conduct final inspection in the company of ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be completed or corrected. 3) Observe that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. 2. Limitations of Authority of RPR: RPR shall not: a. Authorize any deviation from the Contract or Documents or substitution of materials or equipment, unless authorized by ENGINEER. b. Exceed limitations of ENGINEER'S authority as set forth in the Agreement or the Contract Documents. c. Undertake any of the responsibilities of CONTRACTOR, subcontractor or CONTRACTOR'S superintendent. d. Advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advise or directions are specifically required by the Contract Documents. e. Advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Work. f. Accept Shop Drawings or Sample submittals from anyone other than CONTRACTOR. g. Authorized Owner to occupy the Project in whole or in part. h. Participate in specialized filed of laboratory tests or inspections conducted by others except as specifically authorized by ENGINEER. ARTICLE 11. COST OF WORK; CASH ALLOWANCE; UNIT PRICE WORK SC -11.03 Delete paragraph 11.03.C. in its entirety and replace with the following: SC- 11.03.C. The unit price of an item of Unit Price Work shall be subject to re- evaluation and adjustment under the following conditions: 1. if the total cost of a particular item of Unit Price Work amount to 5 percent or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by CONTRACTOR differs by more than 15 percent from the estimated quantity of such item indicated in the Agreement; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 3. if CONTRACTOR believes that CONTRACTOR has incurred additional expense as a result thereof; of it OWNER believes that the quantity variation entitles OWNER to an adjustment in the unit price, either OWNER or CONTRACTOR may make a claim for an adjustment in the contract Price in accordance with Article 12 if the parties are unable to agree as to the effect of any such variation in the quantity of Unit Price Work performed. ARTICLE 12. CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES SC- 12.01. Delete paragraph 12.0l.B.3. in its entirety and insert the following in its place: SC- 12.01.B.3 where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 12.01B.2, on the basis of the actual cost of materials and labor on the job site with a maximum CONTRACTOR'S fee of 10 percent on materials and labor for total overhead and profit including the cost of insurance and field supervision.. If the Work is done by a Subcontractor, the CONTRACTOR'S fee shall not exceed 10 00800 -10 Supplementary Conditions percent for its general overhead and profit. In preparing the Supplemental Agreement, the following documentation must be provided: 1) An itemized breakdown of materials, an hourly breakdown of labor, and other direct costs must be shown on each supplement submitted for the general contractor, the subcontractor and sub - subcontractors. 2) All supporting documents must be included with the OWNER'S copy of the Supplemental Agreement. 3) Corrections must be dated and initialed by the contractor and Consultant. 4) The Contractor summary must be complete and adequate justification and supporting documentation must be included with each supplement. 5) The extent to which t he contract time increases or decreases as a result of the Supplemental Agreement. Delete paragraph 12.0l.C.1 of the General Conditions in its entirety. In paragraph 12.01 .C.2.b, directly before the semi - colon, add the following language: "based on Subcontractors Cost of the work". ARTICLE 13. TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC- 13.05. Add a new paragraph immediately after paragraph 13.05.A of the General Conditions to read as follows: 13.05.13. If the OWNER stops Work under Paragraph 13.05.A. CONTRACTOR shall be entitled to no extension of Contract Time or increase in Contract Price. ARTICLE 14. PAYMENTS TO THE CONTRACTOR AND COMPLETION SC- 14.02.B. Add the following new paragraphs immediately after paragraph 14.02.B.1. of the General Conditions which are to read as follows: Should CONTRACTOR neglect to pay any undisputed claims, made in writing to OWNER within thirty days after completion of the Work, but continuing unsatisfied for a period of ninety days, OWNER may pay such claim and deduct the amount thereof from the balance due CONTRACTOR. OWNER may also, with the written consent of CONTRACTOR, use any moneys retained, due, or to become due under this Contract for the purpose of paying for both labor and materials for the Work, for which claims have not been filed. Security is provided both by the Payment Bond and the power of OWNER to retain any moneys for claims, but payment by one shall in no way impair or discharge the liability of the other. Any and all liens for work and materials may be paid off by OWNER within a reasonable time after filing for record in accordance with State and local laws, a notice of such liens except where the claim on which the lien is filed is being litigated by CONTRACTOR, and in such case OWNER may pay the amount of any final judgment or decree or any such claim within a reasonable time after such final judgment or decree shall be rendered. All moneys paid by OWNER in settlement of liens as aforesaid, with the costs and expenses incurred by OWNER in connection therewith, shall be charged to CONTRACTOR, shall bear interest at the rate of 00800 -11 Supplementary Conditions three percentage points above the rediscount rate then charged by the Federal Reserve Bank, and shall be deducted from the next payment due CONTRACTOR under the terms of this Contract. SC- 14.02.0 Amend the first sentence of paragraph 14.02.C.1. by striking out the word "Ten" and inserting the word "thirty" in its place, and as so amended, paragraph 14.02.C.1. remains in effect. SC- 14.03. Add the following new paragraphs immediately after paragraph 14.03.A of the General Conditions which are to read as follows: No materials or supplies for the Work shall be purchased by CONTRACTOR or Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. CONTRACTOR warrants that he /she has good title to all materials and supplies used by him/her in the Work, free from all liens, claims or encumbrances. CONTRACTOR shall indemnify and save OWNER harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this Contract. CONTRACTOR shall at OWNER'S request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If CONTRACTOR fails to do so, then OWNER may, after having served written notice on the said CONTRACTOR either pay unpaid bills, of which OWNER has written notice, direct, or withhold from the CONTRACTOR'S unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to CONTRACTOR shall be resumed, in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon OWNER to either CONTRACTOR or his/her Surety. In paying any unpaid bills of the CONTRACTOR, OWNER shall be deemed the agent of CONTRACTOR and any payment so made by OWNER, shall be considered as payment made under the Contract by OWNER to CONTRACTOR and OWNER shall not be liable to CONTRACTOR for any such payment made in good faith. SC- 14.07. Delete paragraph 14.07.13. of the General Conditions in its entirety and insert the following in its place: SC- 14.07.B. If, on the basis of ENGINEER'S observation of the Work during construction and final inspection, and ENGINEER'S review of the final Application for Payment and accompanying documentation - all as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR'S other obligations under the Contract Documents have been fulfilled, ENGINEER will indicate in writing his /her recommendation of payment and present the Application to OWNER for payment. Thereupon ENGINEER will give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.09. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, OWNER shall, within sixty -five days after receipt thereof pay CONTRACTOR the amount recommended by ENGINEER. ARTICLE 15. SUSPENSION OF WORK AND TERMINATION SC- 15.02. Add a new paragraph immediately after paragraph 15.02.A.4. of the General Conditions which is to read as follows: 15.02.A.5. If CONTRACTOR abandons the Work, or sublets this Contract or any part thereof, without the previous written consent of OWNER, or if the Contract or any claim thereunder shall be assigned by CONTRACTOR otherwise than as herein specified; 00800 -12 Supplementary Conditions ARTICLE 16. DISPUTE RESOLUTION SC -16.01 Delete paragraph 16.01 in its entirety. ARTICLE 17. MISCELLANEOUS Add new paragraphs immediately after paragraph 17.06 which are to read as follows: SC -17.07 Overcharge Claims: A. The CONTRACTOR certifies that they have not, either directly or indirectly, entered into any agreement or participated in any collusion or otherwise taken any action in restraint of free competition; that no attempt has been made to induce any other person or firm to submit or not to submit a solicitation response; that this solicitation response has been independently arrived at without collusion with any other vendor, competitor, or potential competitor; that this solicitation response has not been knowingly disclosed prior to the opening of solicitation responses of any other vendor or competitor; and that the above statement is accurate under penalty of perjury. 00800 -13 Supplementary Conditions SECTION 01010 PART 1 — GENERAL A. The WORK, in accordance with drawings and technical specifications, consists of all labor, materials, tools, permits, bonds, machinery, equipment, and services including utility and transportation services necessary for the: • Construction of a sanitary sewer and appurtenances • Construction of a watermain and appurtenances. The WORK is known as the Corcoran Sewer and Water Utility Project and is located in the City of Corcoran and the City of Maple Grove, Hennepin County, Minnesota. In addition, the WORK includes the construction of a sanitary sewer and watermain connecting to an existing sewer and watermain located approximately 600' east of Corcoran in Maple Grove. The total gravity sanitary sewer length is approximately 6,800 feet. Total watermain length is approximately 8,100 feet. Total forcemain length is approximately 1,600. B. The WORK includes but is not limited to the following: 1 Excavation and installation of sewer, water, and appurtenances. 2 Restoration. I 1 � 1 %� K � ] 211:7:7 918 u I a " we ] 11 A. The WORK hereunder shall be constructed under a unit -price contract and shall be compensation in full for all labor, equipment, materials, supplies, and other items (not specifically mentioned) required to complete the WORK. 1.03 PERMITS A. The status of required permits and approvals are shown in Appendix A: Permits and Approvals. Work shall be in accordance with the conditions and practices as set forth in Appendix A. 1.04 CONTRACTOR'S USE OF PREMISES A. Confine operations to areas within The Limits of Construction indicated on the Plans. The portions of site beyond the Construction Limits are not to be disturbed. B. The CONTRACTOR shall, at all times, conduct operations to ensure the least inconvenience to property owners. C. The CONTRACTOR shall coordinate use of premises as directed by the OWNER. D. The CONTRACTOR is responsible for planning and coordinating any transmission line outages, as necessary, to avoid delays to the completion of the WORK. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01010_Summary of Work.DOC 01010 -1 Summary of Work E. The CONTRACTOR shall assume full responsibility for protection and safekeeping of materials and equipment supplied under this Contract. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01010_Summary of Work.DOC 01010 -2 Summary of Work SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SUMMARY A. Measurement and payment for all contract bid items shall be made as specified under the applicable SECTION of these SPECIFICATIONS. B. Unit Quantities Specified: a. Quantities and measurements indicated in the Bid Schedule are for bidding and contract purposes. b. A Change Order may be submitted if the scope of work changes. Change Order approval will be required from the OWNER. C. Measurement Criteria: a. Measurement of quantities expressed as a volume are based upon a neat plan line protection to the work limits as determined on the Bid Schedule for each item with no additional allowances for shrinkage, swelling, or creep. In computing volumes of excavation and fill, the average end area method or other methods, is used. b. Measurements of quantities expressed as areas shall be based upon square dimensions using mean length and width or radius. Field measurements shall be perpendicular to proposed sewer installation and be consistent with staked extents placed prior to removal. Use aforementioned measurements to calculate area to the nearest 0.1 acres c. Measurement of quantities expressed as lineal shall be based on the length projected in plan view based on survey points (i.e., slopes projected flat). D. Payment: a. Payment for each lump sum and unit price stated in the Pay Request shall constitute full compensation for all required labor, products, tools, equipment, plant, transportation, services, and incidentals: erections, application on installation of an item of the work required to complete all work specified under that particular item including cleanup, and all costs for doing related work as set forth in these specifications and/or on the Drawings or implied in carrying out their intent. The price bid sum stated in the Pay Request shall be deemed to include an allowance for overhead and profit. b. Final payment for completed work will be made on the basis of quantities accepted by OWNER. c. Requests for payment shall be in accordance with the General and Supplemental Conditions. d. Payment will be made to the limits as specified in the Contract Documents and as shown on the Drawings. The payment for quantities that exceed the contract quantities can only be obtained through an approved Change Order TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01025_ Measurement & Payment.doc 01025 -1 Measurement and Payment before contract quantities are exceeded. Change Orders shall only be approved in the scope of work specified in the Contract Documents and Drawings. e. No partial payments shall be made for the installation of items which have not been tested and approved. f. Partial payment may be made for material delivered to the site and stored until installation. g. Payment for unit price items will be made monthly based on quantity estimated by CONTACTOR, and verified by OWNER. Final payment will be based on actual field measured (in place) quantities. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectMmml\Division 1 General Requirements \01025_ Measurement & Payment.doc 01025 -2 Measurement and Payment SECTION 01040 COORDINATION PART 1 — GENERAL A. The CONTRACTOR shall coordinate material supply, material delivery /unloading, construction, and inspection to assure efficient and orderly completion of the Work. B. The CONTRACTOR shall notify the OWNER, in writing, when coordination of the OWNER'S or other CONTRACTOR'S activities are required. 1.02 PROJECT PERSONNEL A. The Project Manager is: Kenton C. Torve, P.E. Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359 -0249 Wenck Telephone: (763) 479 -4200 Delano Telephone: (763) 972 -0586 Fax: (763) 479 -4242 1.03 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 1 General Requirements \01040_ Coordination.doc 01040 -1 Coordination SECTION 01050 FIELD ENGINEERING PART 1 — GENERAL 1.01 PRIMARY CONTROL MONUMENTS A. The CONTRACTOR shall preserve and maintain primary horizontal and vertical control monuments set by the ENGINEER. B. Benchmarks will be provided by The ENGINEER to establish primary vertical control. 1. The CONTACTOR shall reimburse the ENGINEER at the survey crew rate of $200.00 per hour for additional vertical control required being established as a result of the CONTRACTOR'S actions. C. Monuments or references for primary horizontal control will be provided by the ENGINEER. 1. Horizontal control will be provided by the ENGINEER at the commencement of the WORK. 2. The CONTACTOR shall reimburse the ENGINEER at the survey crew rate of $200.00 per hour for any additional staking required as a result of the CONTRACTOR'S actions. 3. The CONTACTOR shall reimburse the ENGINEER at the survey crew rate of $200.00 per hour for any lot corners set by the ENGINEER, but damaged or lost due to the CONTRACTOR'S actions. D. The ENGINEER shall provide primary horizontal and vertical control. Control will be offset (near the limits of construction) for operations including but not limited to: 1. Pipe installation. 2. Wetlands or other drainage work. 4. Marking of construction limits. fI 0MP K06=4 ltl 4814i116121a121�/:11►1 Zti:7:11 Q A. CONTRACTOR shall bear sole responsibility for the correct transfer of primary horizontal and vertical control to correct alignment and grade based upon lines and grades shown on the Drawings. B. The CONTRACTOR shall conduct operations to avoid interference with the primary horizontal and vertical control. C. CONTRACTOR shall transfer line and grade for open cut construction of utilities from primary line and grade stakes by means of laser beam or other approved methods. D. OWNER shall complete wetland delineation within limits of construction and provide field marking of boundaries. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01050_Field Engineering.doc 01050 -1 Field Engineering 1.03 DOCUMENTATION SURVEY A. The CONTRACTOR shall provide a documentation survey (as- builts) in an electronic format to the OWNER for record drawing purposes and verification of layout. 1.04 QUANTITY DETERMINATION SURVEY A. The ENGINEER reserves the right to survey at any time to determine quantities, alignments and/or elevations. 1.05 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION 3.01 EXECUTION A. The CONTRACTOR shall make no changes or relocations of control points without prior written approval from the ENGINEER. B. The CONTRACTOR shall report to the ENGINEER when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. C. As construction proceeds, the CONTRACTOR shall check every element for correct horizontal and vertical reference. D. The CONTRACTOR shall notify the ENGINEER 48 hours in advance of needing survey work performed. ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01050_Field Engineering.doc 01050 -2 Field Engineering SECTION 01060 REGULATORY REQUIREMENTS PART 1 — GENERAL 1.01 STANDARDS, CODES, AND LAWS A. The CONTRACTOR shall complete the WORK in accordance with federal, state, and local codes, laws, regulations (including railroad), and rules that govern such operations, including public safety, occupational safety and fire codes. B. Materials and products are specified herein for their appropriateness in the completed work. The CONTRACTOR is responsible for: providing training and education to the CONTRACTOR's employees and obtaining and distributing information regarding the potential dangers and appropriate safety measures for material and products during the work as required by the Occupational Safety and Health Administration, Hazard Communication Standard and the State of Minnesota. 1.02 PERMITS AND LICENSES A. The CONTRACTOR shall secure any and all permits not supplied by the ENGINEER (see Appendix A, PERMITS AND APPROVALS) for a list of permits obtained by ENGINEER). B. The CONTRACTOR shall conduct his operations in accordance with the provisions of the Minnesota Pollution Control Agency General Construction Stormwater Permit. Any violations or fines are at the expense of and are the responsibility of the CONTRACTOR. 1.03 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManml\Division 1 General Requirements \01060 Regulatory Requirements.DOC 01060 -1 Regulatory Requirements SECTION 01095 DEFINITIONS AND STANDARDS PART 1 — GENERAL 1.01 DESCRIPTION A. Basic definitions are provided in the General Conditions. B. Additional technical definitions are provided in appropriate sections of these Specifications. C. Abbreviations and acronyms are sometimes used in the Specifications to identify reference standards. Implied words and meanings shall be interpreted as appropriate. D. When a standard is specified by reference, the CONTRACTOR shall comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or when applicable codes established more strict standards. E. When published standards are referenced, the publication in effect on the date of issue of Contract Documents shall apply, unless specified otherwise. 1.02 ABBREVIATIONS, NAMES, AND ADDRESSES OF ORGANIZATIONS The CONTRACTOR shall obtain copies of referenced standards, direct from the publication source, when needed for proper performance of Work, or when required for submittal by Contract Documents. AASHTO American Society of State Highway and Transportation Officials 44 North Capital Street, NW Washington, DC 200001 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 GRI Geosynthetic Research Institute 475 Kedron Avenue Folsom, PA 19033 -1208 MN/DOT Minnesota Department of Transportation 395 John Ireland Blvd St. Paul, MN 55155 -1899 ACI American Concrete Institute 38800 Country Club Dr. Farmington Hills, MI 48331 USA TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01095 Definitions & Standards.doc 01095 -1 Definitions and Standards 1.03 OTHER DEFINITIONS A. Furnish: Supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation, and similar operations. B. Install: Operations at the Project Site, including unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. C. Provide: To furnish and install in- place, complete and ready for the intended use. D. Installer: The CONTRACTOR or another entity engaged by the CONTRACTOR, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. The term experienced, when used with the term Installer, means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authorities having jurisdiction. E. Project Site: Is the space available (construction limits) for performing construction activities, either exclusively or in conjunction, with others performing work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. F. Standard Specifications: Minnesota Department of Transportation "Standard Specifications for Construction" 2005 edition with latest revisions and supplements. 1.04 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01095 Definitions & Standards.doc 01095 -2 Definitions and Standards SECTION 01155 ON -SITE HEALTH AND SAFETY REQUIREMENTS PART 1 — GENERAL 1.01 SUMMARY A. Section includes CONTRACTOR responsibility for on -site health and safety requirements throughout the Project. B. CONTRACTOR is responsible for implementation and enforcement of safe work practices including, but not limited to 1. Confined Space Entry 2. Electrical Hazards 3. Fall Protection 4. Excavations and Trenches 5. Scaffolds 6. Power Transmission and Distribution 7. Walking/Working Surfaces 8. Materials Handling, Storage, Use, and Disposal 9. Drilling 10. Operation of Equipment 11. Safety of Public 1.02 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the Project and is borne entirely by the CONTRACTOR. 1.03 REGULATORY REQUIREMENTS A. Plan for and ensure personnel comply with the provisions of OSHA's General Industry Safety and Health Standards (29 CFR 19 10) and Construction Safety and Health Standards (29 CFR 1926) as appropriate. B. Comply with applicable sections of Minnesota Rules Chapter 5205 C. Comply with applicable laws and regulations of any other public body having jurisdiction for safety of persons or property. 1.04 OPERATIONS AND EQUIPMENT SAFETY A. CONTRACTOR shall be responsible for initiating, maintaining and supervising safety precautions and programs in connection with Work. CONTRACTOR shall take necessary precautions for safety of employees on Project site and other persons and organizations that may be affected by Project. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01155_On site Health & Safety.doc 01155 -1 On -Site Health and Safety Requirements B. CONTRACTOR'S duties and responsibilities for safety in connection with Work shall continue until such time as all Work is completed and ENGINEER has issued notice to CONTRACTOR that Work is complete. C. CONTRACTOR is required to meet all applicable OSHA standards pertaining to working near energized transmission lines as well as required minimum clearance from all Power Transmission and Distribution Structures (poles and guy wires) and Power Transmission Lines. D. CONTRACTOR shall not stockpile spoils on the transmission line side of the excavation or beneath any crossing lines or around any Power Transmission and Distribution Structures (poles and guy wires). E. CONTRACTOR is responsible for utilities at least 48 -hours prior to commencing Work within 50 feet of the respective facility: F. CONTRACTOR is responsible for implementing appropriate trench ventilation and regular air monitoring. As mentioned in the Geotechnical Report (Appendix C), methane or other hazardous gasses may be encountered in excavations through the organic soils, such as those found in the wetland areas. 1.05 HEALTH AND SAFETY A. CONTRACTOR is responsible for implementation and enforcement of health and safety requirements and shall take necessary precautions and provide protection for: 1. All personnel working on or visiting project site, irrespective of employer. 2. Work and materials or equipment to be incorporated in Work area whether on or offsite. 3. Other property at or adjacent to project site. 4. Public exposed to job - related operations or potential release of toxic or hazardous materials. 5. Expected daily safety meetings. B. CONTRACTOR shall prepare a site - specific Health And Safety Plan (HASP). If CONTRACTOR does not have the capability to prepare HASP, CONTRACTOR shall employ consultants with appropriate capability. CONTRACTOR is solely responsible for the adequacy of the HASP's preparation, monitoring, management and enforcement. At a minimum, CONTRACTOR'S HASP shall address the following: 1. Project activities and coordination with other CONTRACTORS. 2. Identification of known hazards. 3. Assignment of on -site safety responsibilities. 4. Identification of work zones. 5. Personnel training requirements. 6. Atmospheric monitoring (if necessary). 7. Personal protection, clothing and equipment. 8. First aid equipment and procedures. 9. Emergency procedures, phone numbers, emergency vehicle routes and nearest medical assistance. 10. Procedures for site visitors. 11. Provisions for daily safety meetings. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01155_On site Health & Safety.doc 01155 -2 On -Site Health and Safety Requirements C. If OWNER contracts with others for Work on the site, CONTRACTOR shall amend the HASP to include provisions for Work of others. CONTRACTOR shall also manage, enforce and monitor the health and safety activities of other CONTRACTORS during duration of other CONTRACTORS' Work. 1.06 ENGINEER RESPONSIBILITIES A. When OWNER or ENGINEER is required to be present on Project site to perform services, OWNER and ENGINEER will comply with CONTRACTOR'S safety plans, programs and procedures. B. If ENGINEER determines CONTRACTOR'S safety plans, programs and procedures do not provide adequate protection for ENGINEER, ENGINEER may direct personnel under the direction of the ENGINEER to leave Project site or implement additional safeguards. If taken, these actions will be in furtherance of ENGINEER responsibility to personnel under his direction only, and ENGINEER will not assume responsibility for protection of other persons or property affected by Work. C. If ENGINEER observes situations that appear to have potential for immediate and serious injury to persons or property, ENGINEER may warn persons who appear to be affected by such situations. Such warnings, if issued, shall be given based on general humanitarian concerns, and ENGINEER will not, by issuance of any such warning, assume any responsibility to issue fixture warnings or any general responsibility for protection of persons or property affected by Work. 1.07 SUBMITTALS A. Submit HASP to OWNER and ENGINEER within 20 days after Notice to Award. Work shall not proceed until HASP has been submitted and written authorization to proceed has been issued. 1. Submittal of CONTRACTOR'S HASP to ENGINEER is to inform OWNER and ENGINEER so they can comply with HASP during performance of their on -site responsibilities as described in Contract Documents. 2. Submittal of CONTRACTOR'S HASP shall neither impose on ENGINEER'S responsibility for adequacy of HASP nor relieve CONTRACTOR from full responsibility therefore. Not Used PART 3 — EXECUTION 3.01 Submit HASP. ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01155_On site Health & Safety.doc 01155 -3 On -Site Health and Safety Requirements SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 ADMINISTRATIVE REQUIREMENTS A. The ENGINEER will set the time and place and prepare the agenda for all Project Meetings. B. The ENGINEER will prepare meetings minutes and distribute one copy to the CONTRACTOR who shall notify the ENGINEER of any inaccuracies or discrepancies in the meeting minutes within five calendar days of receipt of the minutes. C. The individual attending the meetings designated as the CONTRATOR'S representative shall have all required authority to commit the CONTRACTOR to solutions agreed upon in the project meetings. Attendance of subcontractors and suppliers may be required. 1.02 PRECONSTRUCTION MEETING. A. A preconstruction meeting shall be held a minimum of seven (7) calendar days prior to commencement of the Work. B. The CONTRACTOR shall submit a CONSTRUCTION PROGRESS SCHEDULE at the preconstruction meeting in conformance with paragraph 1.02 of Section 01300 SUBMITTALS. C. Attendees of the preconstruction meeting shall receive the notice of the meeting a minimum of five (5) calendar days prior to meeting date. D. Attendees at the preconstruction meetings shall include but not be limited to: 1. The OWNER (optional). 2. The ENGINEER. 3. The CONTRACTOR'S superintendent, safety director, and foreman. 4. Superintendents and foremen of subcontractors performing work on the project (as requested by the ENGINEER). 1.03 WEEKLY PROGRESS MEETINGS A. A weekly progress meeting shall be held the same day of every workweek as agreed upon by the OWNER, ENGINEER, and CONTRACTOR. 1.04 WEEKLY EROSION CONTROL MEETING A. A weekly erosion control meeting shall be held every Thursday on the WORK site. The CONTRACTOR and/or the erosion control subcontractor shall attend and have materials and/or equipment available to remedy any erosion problems by end of work day, Friday. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectMmml\Division 1 General Requirements \01200 Project Meetings.DOC 01200 -1 Project Meetings 1.05 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectMmml\Division 1 General Requirements \01200 Project Meetings.DOC 01200 -2 Project Meetings SECTION 01300 SUBMITTALS PART 1 — GENERAL 1.01 DESCRIPTION A. This section contains requirements for submittals including but not limited to construction progress schedules, shop drawings, test results, operation and maintenance (O &M) data, construction photographs, schedule of values, erosion control measures, and other submittals required by the Contract Documents. B. Submittal requirements according to Contract Documents include but are not limited to: 1. Health and Safety Plan (HASP) discussed in SECTION 01155 2. Protection of the Environment discussed in SECTION 01560 3. Substitutions discussed in SECTION 01630 4. Trench Excavation and Backfll discussed in SECTION 02320 5. PVC Piping — see SECTION 02611 6. Testing piping system — see SECTION 02615 7. Watermain construction — see SECTION 02540 8. Construction progress schedule — see SECTION 01200 9. Granular Bedding — see SECTION 02208 10. Pipe Jacking Plan — see SECTION 02445 11. Sanitary Sewer Shop Drawings — see SECTION 02530 12. Wetland Restoration — see SECTION 02935 13. Valves and Operations (MCES) see SECTION 15100 14. Pressure Pipe Sewers — (MCES) see SECTION 02732 15. Utility Tracing Systems — (MCES) see SECTION 16690 16. Water Metering System — (Maple Grove) see SECTION_ C. Submittal for Review: 1. Submit required materials for ENGINEER'S review in accordance with requirements of Contract Documents. D. Submittal for Record: 1. Submit required materials for inclusion into OWNER'S records. Submittal materials may or may not be reviewed by ENGINEER or OWNER. 1.02 CONSTRUCTION PROGRESS SCHEDULES A. The CONTRACTOR shall prepare and submit construction progress schedule in accordance with requirements of General Conditions. B. The CONTRACTOR shall not Work on the Project Site between 10:00 p.m. and 7:00 a.m. M -Sat, nor on Sundays or legal holidays without written permission of the OWNER. However, emergency Work may be done without prior permission. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01300_Submittals.doc 01300 -1 Submittals C. The CONTRACTOR shall prepare schedules in form of a horizontal bar chart, and submit to the ENGINEER and OWNER within 1 week of the issuance of the NOTICE TO PROCEED or at the pre - construction meeting whichever occurs first. D. Each Construction Progress Schedule shall: 1. Contain a separate horizontal bar for each construction operation. 2. Contain a Horizontal Time Scale identifying the first Workday of each week. 3. Allow space for notations and future revisions. 4. Arrange listings in order of the start of each item of Work. 5. Show complete sequence of construction by activity. 6. Show dates for beginning and completion of each major element of construction and installation dates for major items. Elements shall include, but not be limited to, the following: a. Utility locate as defined in Section 01530 b. Site preparation. c. Shop Drawing receipt from supplier /manufacturer, submittal to ENGINEER, review and return to supplier /manufacturer. d. Material and equipment order, manufacturer, delivery. e. Performance tests and supervisory services activity. f. Each Bid Item. g. Subcontractor's items of Work. h. Final cleanup. i. Allowance for inclement weather. j. Miscellaneous items. 7. Show projected percentage of completion for each item as of first day of each month. E. The CONTRACTOR shall submit Construction Progress Schedules: 1. With each partial payment request and, as a minimum, revised every 30 days to reflect changes in the progress of the WORK. 2. Indicating the progress of each activity at date of submittal. Showing the following changes that may have occurred since the previous submittal of schedules: a. Major changes in scope, b. Activities modified since previous submittals, c. Revised projections of progress and completion, and d. Other identifiable changes. 4. Providing narrative reports as needed to define: a. Problem areas, anticipated delays, and impact on schedule, b. Corrective actions recommended and the affect of such actions, and c. the affect of changes on the schedule of other CONTRACTORS. 1.03 SHOP DRAWINGS AND SAMPLES A. The CONTRACTOR shall submit shop Drawings and samples as required in these specifications. T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01300_Submittals.doc 01300 -2 Submittals B. The CONTRACTOR'S responsibilities shall include: 1. Review of shop Drawings and samples prior to submittal. 2. Determination and verification of: a. Field measurements. b. Field construction criteria. c. Catalog numbers and similar data. d. Conformance with specifications 3. Coordination of each submittal with the requirements of the Work and of Contract Documents. 4. Notification of the ENGINEER in writing, at time of submittal, of deviations in submittals from the requirements of the Contract Documents. 5. Submission and receipt of ENGINEER'S approval of required submittals prior to the commencement of fabrication of any Work that requires submittals. 6. The designation in the construction progress schedule of dates for submittal and receipt of reviewed shop drawings and samples. C. Submittals shall contain: 1. The date of submittal and dates of previous submittals, 2. The Project Name "Corcoran Sewer and Water Utility Project" and number, 3. Contract identification, 4. The names of the: a. CONTRACTOR b. Supplier c. Manufacturer 5. The Identification of product, with numbers, drawings and specification sections, 6. The field dimensions, clearly identified, 7. Identification of the details required on the drawings and in the specifications, 8. Identification of the manufacturer and model number, with dimensions, and clearances, 9. Exhibits showing any relation to adjacent or critical features of the Work or materials. 10. Applicable standards, such as ASTM or Federal Specification numbers, 11. Identification of deviations from Contract Documents. 12. Identification of revisions on resubmittals. 13. An 8 -inch by 3 -inch blank space for CONTRACTOR or ENGINEER stamps certifying review /approval. 14. The CONTRACTOR'S stamp and sign, certifying the review of submittal, verification of products, field measurement, field construction criteria, and coordination of the information within the submittal with the requirements of the Work and Contract Documents. D. Resubmittals: 1. Shall clearly exhibit the corrections or changes required by the ENGINEER after review of the initial submittal. ( Resubmittals will be required until approved by the ENGINEER.) TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01300_Submittals.doc 01300 -3 Submittals 2. Shop Drawings and product data as initially submitted shall be revised and resubmitted in the same manner as required for the initial submittal. Any changes which have been made other than those requested by ENGINEER shall be clearly identified. 3. New samples shall be submitted in the same manner as required for initial submittal. E. The CONTRACTOR shall distribute reproductions of shop Drawings and copies of product data that carry ENGINEER'S stamp approval to: 1. Record documents file. 2. Subcontractors. 3. Supplier or fabricator. F. The ENGINEER shall: 1. Review submittals with reasonable promptness and in accordance with the Construction Progress Schedule. 2. Affix stamp and signature, and indicate requirements for resubmittal, as necessary. 3. Return submittals to CONTRACTOR for distribution or for resubmittal. 1.04 OPERATION AND MAINTENANCE (O &M) DATA A. Compile product data and related information appropriate for OWNER'S maintenance and operation of products furnished under this Contract. Prepare O &M data as specified in this section and as referenced in other pertinent sections of specifications. B. Manual Format: Prepare data in form of instruction manual for use by OWNER'S personnel. 1. Size: 81/2 -inch by 11 -inch or 11 -inch by 17 -inch folded, with standard three - hole punching. 2. Text: Manufacturer's printed data, or neatly typewritten. 3. Drawings: a. Provide reinforced punched binder tab; bind in with text. b. Fold larger Drawings to size of text pages and place in envelopes that are to be bound into manual. Suitable identification shall be placed on outside of each envelope. 4. Preliminary Cover: Identify each submittal with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS." a. List: 1) Title of project "Corcoran Sewer and Water Utility Project' 2) Identity of CONTRACTOR 3) Identity of general subject matter covered in manual 4) Identity of section number as set forth in Contract Documents 5) Date of installation 5. Final Binders: T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01300_Submittals.doc 01300 -4 Submittals a. Commercial quality binders with durable and cleanable plastic covers C. Product Data: 1. Include only those sheets that are pertinent to the specific product supplied. 2. Annotate each sheet to: a. Clearly identify specific product or part installed. b. Clearly identify data applicable to installation. c. Delete references to inapplicable information. 3. Provide table of contents. 4. Project installation schedule listing dates and locations of products installed. 1.05 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2- PRODUCTS Not Used PART 3 — EXECUTION 3.01 SUBMITTAL REQUIREMENTS A. The CONTRACTOR shall provide the number of complete copies of the following required submittals: 1. Construction progress schedule: a. Two copies of initial schedule b. Two copies of each revision 2. Shop Drawings: Six (6) copies 3. Test results: Three (3) copies 4. Other required submittals: a. Six (6) copies if required for review b. Three (3) copies if required for record B. The CONTRACTOR shall deliver the required number of copies of submittals to the ENGINEER. ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01300_Submittals.doc 01300 -5 Submittals SECTION 01410 TESTING LABORATORY SERVICES PART 1 — GENERAL 1.01 REQUIREMENTS INCLUDED A. CONTRACTOR will employ and pay for services of an independent testing laboratory to perform specified testing as described in respective sections of specifications. 1. Employment of laboratory shall in no way relieve CONTRACTOR'S obligation to perform Work of Contract. B. Related requirements in other parts of Project Manual: 1. Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities: Conditions of Contract. 1.02 LABORATORY RESPONSIBILITIES A. Cooperate with ENGINEER and CONTRACTOR; provide qualified personnel to perform Work after due notice to proceed. B. Perform specified inspections, secure samples, and test materials. 1. Comply with specified standards. 2. Ascertain compliance of materials with Contract Documents. C. Promptly notify ENGINEER of observed irregularities or deficiencies of Work, equipment, or material. D. Promptly submit two copies of report on each test and inspection to ENGINEER. Each report shall include: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address, and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions if test is performed in field. 7. Date of test. 8. Identification of product and specification section. 9. Location of sample or test in project. 10. Type of inspection or test. 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results, when requested by ENGINEER. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01410 Testing Laboratory Services.doc 01410 -1 Testing Laboratory Services 1.03 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of Work. 3. Perform any duties of CONTRACTOR. 1.04 CONTRACTOR'S RESPONSIBILITIES A. Provide access to Work. B. Provide to laboratory preliminary design mix proposed to be used and material mixes which require control by testing laboratory. C. Furnish copies of test reports. D. Furnish Labor and Facilities: 1. To obtain and handle samples at project site or at source of product to be tested. 2. To facilitate inspections and tests. 3. For storage and curing of test samples. E. Notify laboratory and ENGINEER sufficiently in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. F. Make arrangements with laboratory and pay for additional samples and tests required for CONTRACTOR'S convenience. G. Perform additional inspections, sampling, and testing required when tests indicate Work does not comply. 1.05 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01410 Testing Laboratory Services.doc 01410 -2 Testing Laboratory Services SECTION 01530 PROTECTION OF EXISTING FACILITIES PART 1 — GENERAL 1.01 GENERAL A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation. B. The CONTRACTOR shall verify the exact locations and depths of all utilities that may interfere with the WORK and, if necessary, shall make exploratory excavations of the interfering utilities. All such exploratory excavations shall be performed as soon as practicable after award of the contract and, in any event, a sufficient time in advance of construction to avoid delays of the CONTRACTOR'S work. When such exploratory excavations shall show the utility location as shown to be in error, the CONTRACTOR shall so notify the ENGINEER. C. CONTRACTOR must give 48 hour notice to all adjacent or affected businesses and homeowners. 1.02 PROTECTION OF STREET OR ROADWAY MARKERS A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing private or public survey markers, or existing streets, drives and roadways without proper authorization. No excavation shall be started until all survey or other permanent marker points that may be disturbed by the construction operations have been properly referenced and replaced. 1.03 RESTORATION OF PAVEMENT A. General: All paved areas cut or damaged during construction shall be replaced according to City standards, except where specific resurfacing requirements have been called for in the Project Manual or in the requirements of the agency issuing the permit. All temporary and permanent pavements shall conform to the requirements of the affected pavement owner. The joint between new pavement and existing pavement shall be saw cut in straight lines. Final restoration shall be to pre - construction conditions, including striping. B. Temporary Resurfacing: The CONTRACTOR shall place temporary surfacing promptly after backfilling trenches located in streets, drives, or roadways and shall maintain such surfacing for the period of time fixed by the owner of said streets, drives, or roadways before proceeding with the final restoration of improvements. C. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces, the CONTRACTOR shall saw cut the existing surface so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectMmml\Division 1 General Requirements \01530 Protection of Existing Facilities.DOC 01530 -1 Protection of Existing Facilities cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement. D. Restoration of Sidewalks or Private Drivewa Wherever private roads, driveways, or field entrances have been removed or damaged for purposes of construction, the CONTRACTOR shall at end of work day place suitable temporary replacements after trench backfilling and shall maintain them in satisfactory condition until the final restoration thereof has been made. 1.04 NOTIFICATION BY THE CONTRACTOR A. Prior to any excavation in the vicinity of any existing underground facilities, including all water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights -of -way the CONTRACTOR shall notify the owner's or agencies responsible for such facilities not less than 3 days nor more than 7 days prior to excavation so that a representative of said owner's or agencies can be present during such work if they so desire. The CONTRACTOR shall also contact Gopher State One Call for locations and physically locate utilities before construction. B. Prior to any excavation in the vicinity of any existing above ground facilities, including all electric power, communications, lines, poles, or television cables; all traffic signal and street lighting facilities; public and private signs, structures, and property; the CONTRACTOR shall notify the respective authorities representing the owner's or agencies responsible for such facilities not less than 3 days nor more than 7 days prior to excavation so that a representative of said owner's or agencies can present during such work if they so desire. 1.05 PROTECTION OF TRANSMISSION LINES AND RAILROAD A. Work shall be in accordance with conditions and practices as set in Appendix D. 1.06 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectMmml\Division 1 General Requirements \01530 Protection of Existing Facilities.DOC 01530 -2 Protection of Existing Facilities SECTION 01550 SITE ACCESS AND STORAGE PART 1 — GENERAL 1.01 SITE ACCESS A. During the execution of this project, all access, movement of construction equipment, and storage of materials shall be within the site. The CONTRACTOR'S southern staging area is proposed as shown on the drawings. The northern staging area will be identified by OWNER after award. B. The CONTRACTOR shall be solely responsible for making arrangements for any necessary off -site storage or shop areas. 1.02 SUBMITTALS A. A traffic control plan for all crossings and township roads shall be submitted prior to site operations. 1.03 HIGHWAY LIMITATIONS A. The CONTRACTOR shall make an investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the project. It shall be the CONTRACTOR'S responsibility to construct and maintain any haul roads required for its construction operations in accordance with the provisions of Section 2051.4 of MN/DOT's "Standard Specifications for Construction" 2000 Edition with revisions and supplements. 1.04 TEMPORARY CROSSINGS A. General: The CONTRACTOR shall provide continuous, unobstructed, safe, and adequate pedestrian and vehicular access to fire hydrants, commercial, residential, industrial establishments, agricultural field entrances, and parking lots. The CONTRACTOR shall cooperate with parties involved in the delivery of mail and removal of trash and garbage so as to maintain existing schedules for such services. Vehicular access to residential and agricultural driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. B. Temporar BjidgeI Wherever necessary, the CONTRACTOR shall provide suitable temporary bridges or steel plates over unfilled excavations, except in such cases were the CONTRACTOR has secured the written consent of the individuals or authorities of jurisdiction to omit such temporary bridges or steel plates. Such written consent shall be delivered to the ENGINEER prior to excavation. All such bridges or steel plates shall be maintained in service until access is provided across the backfilled excavation. Temporary bridges or steel plates for street and highway crossing shall conform to the requirements of the authority having jurisdiction in each case, and the CONTRACTOR shall adopt designs T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01550_Site Access & Storage.DOC 01550 -1 Site Access and Storage furnished by said authority for such bridges or steel plates, or shall submit designs to said authority for approval, as may be required. C. Street Use: Nothing herein shall be construed to entitle the CONTRACTOR to the exclusive use of any public street, private road, farm road, farm entrance, or parking area during the performance of the WORK hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleyways, or parking areas. No street shall be closed to the public without first obtaining permission of the ENGINEER and the proper governmental authority and installing the proper signage. Where excavation is being performed in primary streets or highways, one lane in each direction shall be kept open to traffic at all times unless otherwise indicated. D. Fire Ham: Fire hydrants on or adjacent to the WORK shall be kept accessible to fire- fighting equipment at all times. E. Drainage: Temporary provisions shall be made by the CONTRACTOR to assure the proper functioning of all drainage facilities including but not limited to natural waterways, ditches, culverts, etc. F. Traffic Control: For the protection of traffic in public or private streets and ways, the CONTRACTOR shall provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the "Manual of Uniform Traffic Control Devices, Part VI - Traffic Controls for Street and Highway Construction and Maintenance Operations," published by U.S. Department of Transportation, Federal Highway Administration (ANSI D6.1). The CONTRACTOR shall take all necessary precautions for the protection of the WORK and the safety of the public. All barricades and obstructions shall be illuminated at night, from sunset until sunrise. The CONTRACTOR shall station such guards or flag persons and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals, and barricades shall conform to the requirements of Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction. Proposed detours for road closures on Ebersole Ave and 72nd St SE, are shown on Figure 4. Alternatives will be reviewed with CONTRACTOR. The CONTRACTOR shall submit two (2) copies of a Traffic Control Plan to the ENGINEER for approval a minimum of two weeks prior to construction. The ENGINEER reserves the right to observe traffic control devices in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done solely at the CONTRACTOR'S expense. The CONTRACTOR shall remove all traffic control devices when no longer needed, repair all damage caused by installation of the devices, and shall remove post settings and backfill the resulting holes to match grade. G. Temporary Street Closure: If additional street closures, other than Ebersole Ave and 72nd St SE, are required during construction, the CONTRACTOR shall apply in writing to the T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01550_Site Access & Storage.DOC 01550 -2 Site Access and Storage ENGINEER at least 30 days in advance of the required closure. A Detour and Traffic Control Plan shall accompany the application and designate all signage required for the proposed detours for road closures. H. Temporary Driveway Closure: The CONTRACTOR shall request permission from the owner or occupant (if not owner- occupied) for the closure of the driveways at least three working days prior to the closure. The CONTRACTOR shall minimize the inconvenience and minimize the time period that the driveways will be closed. The CONTRACTOR shall fully explain to the owner /occupant how long the work will take and when closure is to start. 1.05 PARKING A. The CONTRACTOR shall: 1. Direct its employees to park during work day in areas that are off street, off road, and do not obstruct local traffic or sight lines. 2. Maintain traffic and parking areas in a sound condition, free of excavated material, construction equipment, mud, and construction materials. 3. Repair potholes, low areas that collect standing water, and other deficiencies. 4. Not allow overnight parking of any vehicles or equipment on city, County, Township, or State jurisdictional roadways and streets. 1.06 METHOD OF PAYMENT A. Traffic control will be paid per unit price on Bid Schedule. All others are items in this SECTION incidental. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used ** *END OF SECTION * ** T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01550_Site Access & Storage.DOC 01550 -3 Site Access and Storage SECTION 01560 PROTECTION OF ENVIRONMENT PART 1 — GENERAL 1.01 DESCRIPTION A. The CONTRACTOR, in executing the Work, shall maintain Work areas on and off -site free from environmental pollution that would be in violation of any federal, state or local regulations. 1.02 RELATED SECTIONS A. Section 02930 — TURF RESTORATION B. Section 02935 — WETLAND RESTORATION 1.03 SUBMITTALS A. CONTRACTOR'S Erosion Control Plan for ENGINEER review. B. A Storm Water Pollution Prevention Plan (SWPPP) Permit Application will be submitted by the CONTRACTOR to the MPCA. OWNER shall receive copy. C. Submit manufacturer's certificates indicating specification conformance test results of furnished material for compliance with elements of the CONTRACTOR'S Erosion Control Plan. 1.04 METHOD OF PAYMENT A. Compensation to the CONTRACTOR for Work performed or materials supplied appearing as a line item, Linear Sediment Control shall be made at the unit price bid. B. All remaining items in this Section are incidental. 1.05 REFERENCES A. "Protecting Water Quality in Urban Areas, MPCA Manual" when used in this section refers to the Minnesota Pollution Control Agency's "PROTECTING WATER QUALITY IN URBAN AREAS, Best Management Practices for Dealing with Storm Water Runoff from Urban, Suburban and Developing Areas of Minnesota ", March 1, 2000 Revision. B. NPDES Phase II Construction Permit when used in this section refers to the National Pollutant Discharge Elimination System General Storm -water Permit for Construction Activity dated August 1, 2003 as administered by the Minnesota Pollution Control Agency. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -1 Protection of Environment 1.06 PROTECTION OF WATERWAYS A. Observe rules and regulations of State of Minnesota and agencies of U.S. government prohibiting pollution of any lake, stream, river or wetland by dumping of refuse, rubbish, dredge material or debris therein. B. The CONTRACTOR is specifically cautioned against the disposal of materials into any waters of state without conformance to all requirements of the U.S. Army Corps of Engineers. C. The CONTRACTOR shall provide ponds or other approved methods that will divert flows, including storm flows and flows created by construction activity, so as to prevent silting of waterways or flooding damage. D. The CONTRACTOR shall comply with procedures outlined in "Protecting Water Quality in Urban Areas ", MPCA Manual and the project's Storm -water Pollution Prevention Plan for NPDES Phase II compliance. 1.07 STORMWATER DISCHARGE A. The CONTRACTOR shall comply with procedures outlined in "Protecting Water Quality in Urban Areas ", MPCA Manual and the project's Storm -water Pollution Prevention Plan for NPDES Phase II compliance. B. The CONTRACTOR shall abide by the requirements and conditions of the project's NPDES Construction Permit as defined in Contract Documents. 1. The ENGINEER will inspect the construction site and order the CONTRACTOR to make corrections or repairs required to comply with the requirements of the NPDES Construction Permit. 2. The CONTRACTOR shall keep a set of Contract Documents on -site during the contract time, available for review by the ENGINEER and the MPCA. 3. The CONTRACTOR shall keep a log of weather, and response actions and other data as required by NPDES Construction Permit. 1.08 EROSION AND SEDIMENT CONTROL A. The CONTRACTOR shall employ appropriate soil conservation measures to protect the project area and adjacent lands. These measures may include, but not be limited to, seeding and mulching, turf cover, sediment rapid growth vegetation, fabric mat, heavy -duty silt fence, filter barriers, SiltSoxx by Filtrexx, sediment traps, and basins. B. The CONTRACTOR, with the consent of the ENGINEER, shall select appropriate methods of erosion and sediment control to remedy the conditions encountered on the job site. Linear sediment control shall consist of, at a minimum, silt fence or other method for drainage leaving construction limits. The bid quantity assumes reuse and relocation. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -2 Protection of Environment C. The CONTRACTOR'S Erosion Control Plan shall include but is not limited to the following: 1. Limits of disturbance. 2. Type(s) of stabilization to be used. 3. Existing and proposed culverts, storm drains, and outfalls. 4. Location of rock construction entrance. 5. Location of proposed sediment control measures. 6. Details of sediment traps and basins and other sediment control measures. D. The CONTRACTOR shall have installed erosion control measures, as appropriate to that portion of the work being undertaken, before commencing work on that portion of the project site. The CONTRACTOR shall: 1. Maintain erosion control measures during the course of construction. 2. Remove erosion control measures upon establishment of surface stabilization. E. The CONTRACTOR shall complete temporary or permanent stabilization of the surface of perimeter controls, dikes, swales, ditches, perimeter slopes, and slopes greater than 3:1 within 7 calendar days following the initial soil disturbance. Other disturbed or graded areas must be stabilized within 14 calendar days following the initial soil disturbance. 1.09 DISPOSAL OF EXCESS EXCAVATED WASTE AND OTHER WASTE MATERIALS A. Excess excavated soil materials not required or suitable for backfill are to be removed from the site by the CONTRACTOR. 1. The CONTRACTOR shall submit documentation to the ENGINEER of arrangements for disposal of excess excavated soil materials including written proof that the owner(s) of the proposed spoil site(s) have given permission for disposal and are in agreement with the location of the haul route as shown on the location map of the proposed route(s). 2. Dumping of waste oil or fuel at this site will be unacceptable. The CONTRACTOR shall be responsible for the cleanup of any accidental fuel or oil spills. Such fuel or oil spills will require excavation of contaminated soils and disposal at an authorized facility. 1.10 PROTECTION OF AIR QUALITY A. The CONTRACTOR shall minimize air pollution by requiring use of properly operating combustion emission control devices on construction vehicles and equipment used by CONTRACTORS, and encouraging shutdown of motorized equipment not actually in use. B. The CONTRACTOR will not be permitted to burn trash on the construction site C. If temporary heating devices are necessary, the CONTRACTOR shall use the type that will not cause air pollution. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -3 Protection of Environment 1.11 USE OF CHEMICALS A. Chemicals used during project construction or furnished for project operation must not unduly harm the environment and must have such approval from either U.S. EPA or U.S. Department of Agriculture or another applicable regulatory agency. B. The CONTRACTOR'S use of such chemicals and disposal of residues shall be in conformance with manufacturer's and regulatory guidelines. 1.12 NOISE CONTROL A. The CONTRACTOR shall conduct operations in such a manner as to cause the least annoyance to residents in the vicinity of the Work, and shall comply with applicable local ordinances. B. The CONTRACTOR shall equip compressors, generators, hoists, and other apparatus with such mechanical devices as may be necessary to minimize noise and dust. Compressors must be equipped with silencers on intake lines. Noise from dewatering equipment must be mitigated as directed by ENGINEER. C. The CONTRACTOR shall equip gasoline or oil- operated equipment with silencers or mufflers on intake and exhaust lines. D. The CONTRACTOR shall conduct the operation of dumping and hauling rock in trucks so as to cause minimum of noise and dust. E. The CONTRACTOR shall route vehicles carrying rock, concrete, or other material over such streets as will cause the least annoyance to the public and is prohibited from the use of public streets for such a purpose between hours of 7:00 p.m. and 7:00 a.m., or any time on Saturdays, Sundays, or legal holidays unless approved by ENGINEER. 1.13 DUST CONTROL A. Some portions of the project are in the vicinity of residences and businesses. In these areas, the CONTRACTOR shall take special care in providing and maintaining temporary roadways, existing roads, haul roads, and public roads used for construction operations in clean, dust -free conditions during construction operations. Sweeping shall be performed at the OWNER'S or ENGINEER'S request. B. The CONTRACTOR shall provide water to control dust and to minimize the raising of dust from construction operations, and shall provide positive means to prevent airborne dust from dispersing into the atmosphere. Chemical dust suppressant shall not be used. The CONTRACTOR shall supply pumping equipment, as needed to disperse water to control dust. C. The CONTRACTOR shall comply with local environmental regulations for dust control and the direction of the OWNER. If the CONTRACTOR'S dust control measures are considered inadequate, the ENGINEER may require the CONTRACTOR to take additional dust control measures. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -4 Protection of Environment PART 2 — PRODUCTS Not Used PART 3 — EXECUTION 3.01 EROSION CONTROL The CONTRACTOR shall: A. Install, maintain, reuse, and relocate erosion control devices according to the CONTRACTOR'S Erosion Control Plan and as directed by ENGINEER. B. Install temporary erosion control devices prior to site disturbance during the progress of the work and maintain them until permanent erosion control (turf or wetland establishment, aggregate or bituminous surfacing, etc.) has been established. Removal shall also occur when requested by the ENGINEER. C. Following construction, repair any eroded areas, remove sediment as necessary, replace eroded soils, and establish turf or wetland. D. Silt fences or other sediment barriers shall be installed according to the CONTRACTOR'S Erosion Control Plan and as directed by ENGINEER and other locations, if necessary, to prevent sediment from leaving the site. E. Slope protection shall be used to reduce the amount of erosion on any slopes. Temporary cover materials may also be used along the slopes and along the ditch channels if excess erosion is expected to occur. 3.02 STORM WATER POLLUTION PREVENTION PLAN A. The CONTRACTOR will submit, to the MPCA, a Storm Water Pollution Prevention Plan ( SWPPP) Permit Application. The CONTRACTOR is responsible for compliance with this Permit, and any fines assessed for non- compliance of the SWPPP Permit will be at the expense of the CONTRACTOR. B. The normal requirements of the Permit include provisions that a Temporary Erosion and Sediment Control Plan be implemented to keep sediment from entering "waters of the state" during construction and that a Permanent Erosion and Sediment Control Plan be implemented to prevent erosion and keep sediment from entering "waters of the state" after construction is completed C. The Contract Documents hereby incorporate by reference the requirements of the SWPPP Temporary and Permanent Erosion and Sediment Control Plans and such plans must be available at the construction site and to federal, state, and local officials for inspection for the duration of the Permit. Records of all inspections and rainfall events must also be available at the construction site. The inspection records shall include the following: 1. Date and time of inspections 2. Findings of inspections TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -5 Protection of Environment 3. Corrective actions taken (including dates and times) 4. Documentation of changes to the plans made during construction 5. Date of all rainfall events D. Sediment and Erosion Control procedures employed by the CONTRACTOR include but are not limited to site grading, slope roughening, and sediment control using silt fences, culvert and inlet protection, and erosion blankets. Use of hay bales for erosion control will not be allowed. E. The CONTRACTOR shall be responsible for conducting the required inspections and maintenance. The CONTRACTOR shall inspect the construction site once every seven (7) days and within 24 hours after every rain event which results in runoff leaving the construction site or entering waters of the state. All erosion and sediment control features shall be inspected and repaired if any damage has occurred or the structure is otherwise ineffective. Records of the inspections will be maintained at the site as required by the permit conditions. F. The CONTRACTOR is responsible for complying with this Permit until construction is complete, all maintenance activities are complete, the site has undergone final stabilization, and a Notice of Termination is submitted to the MPCA. ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01560 Protection of Environment.doc 01560 -6 Protection of Environment SECTION 01590 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES PART 1 — GENERAL f 1 ffffffffffft,M81 1&K'%A•/ A. This section includes requirements for a CONTRACTOR supplied field office and temporary utilities, if desired. B. The ENGINEER shall review and approve the final location of the field office. C. Traffic control is in Section 01550. 1.02 SUBMITTALS A. The CONTRACTOR shall submit a description and location of the proposed field office to the Engineer for approval following the submittal procedures outlined in Section 01300, paragraph 1.03 C. Type, size, and style of the field office shall as a minimum meet the requirements of paragraph 1.03 below. 1.03 TEMPORARY CONSTRUCTION FACILITIES DESCRIPTION A. The minimum interior size of the field office shall be 150 square feet. B. The office facility may be metal, wood, or approved equal. The CONTRACTOR shall bear sole responsibility for the security of the field office. C. The CONTRACTOR shall furnish and install a field office sign not larger than 3 feet by 4 feet to identify the CONTRACTOR'S and the ENGINEER'S field office. 1.04 UTILITY REQUIREMENTS A. Electrical The CONTRACTOR shall be responsible for providing temporary power supplies for construction activities, field office and appurtenances. B. Water and Sanitary No water or sanitary sewer service will be available on the site of the field office. The CONTRACTOR shall be responsible for supplying temporary sanitary facilities such as portable toilets. C. Fire Protection The CONTRACTOR shall make all arrangements necessary to assure that adequate fire protection is provided throughout the duration of the project. Any special fees or T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01590_ Temporary Construction Facilities & Utilities.doc 01590 -1 Temporary Construction Facilities and Utilities charges imposed by the local governmental units or other organization to provide such services shall be the expense of the CONTRACTOR. D. Telephone The ENGINEER will not require telephone service on site. Any phone service installed will be at the expense of the CONTRACTOR. 1.05 MEASUREMENT AND PAYMENT A. A Bid item has been provided for Mobilization and Demobilization and includes all items in this SECTION. This will be considered payment in for all Work and costs of this item. The amount shall not exceed 5 percent of the Total Base Bid: 1. Partial payment of the Lump Sum Item "Mobilization and Demobilization" will be made using a percentage based on the following: First Partial Payment % of original contract amount earned - 25 % of original contract amount earned - 50 PART 2 — PRODUCTS Not Used PART 3 — EXECUTION 3.01 MOBILIZATION Cumulative Percent of Mobilization and Demobilization Item Paid 50 70 100 A. Move personnel, equipment, materials, and all other items required to complete WORK to the Site. B. Establish Contractor offices and buildings or facilities for WORK on the project. C. Temporarily hold or relocate utilities and any miscellaneous structures such as signs, power poles, guy wires, and mailboxes disturbed. ** *END OF SECTION * ** T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01590_ Temporary Construction Facilities & Utilities.doc 01590 -2 Temporary Construction Facilities and Utilities SECTION 01630 SUBSTITUTIONS PART 1 — GENERAL 1.01 SUMMARY A. This section includes basic procedures for requesting consideration of proposed substitutions after award of the contract. 1.02 SUBMITTALS A. The CONTRACTOR shall submit substitution requests on the form included as Attachment 1 to Section 01630. B. Factors considered in approval of Contractors request for substitute as an "Approved Equivalent ": 1. To consider products of other manufacturers as an "Approved Equivalent ", the CONTRACTOR shall demonstrate that the substitution is equal to or better than the specified item. Factors to be addressed are: a. Environment (ambient conditions, climate, etc.) b. Quality c. Dependability d. Durability e. Strength f. Performance g. Operation Efficiency h. Maintenance i. Warranty i. Overall Cost Effectiveness C. The CONTRACTOR shall submit only proposed items that duplicate the intended design or function and that are currently in satisfactory use in other municipalities. The CONTRACTOR may be asked to provide references to other sites where the proposed substitutions have been utilized. D. Basis of Acceptance: The CONTRACTOR'S submitted data as required in paragraphs 1 and 2 above shall become the basis for accepting the proposed substitution. Substitutions shall not be accepted without the approval of the ENGINEER. 1.03 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental to the cost of the WORK and any expense is the responsibility of the CONTRACTOR. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01630_ Substitutions.doc 01630 -1 Substitutions Attachment 1 to Section 01630 REQUEST FOR DETERMINATION OF APPROVED EQUIVALENT - AFTER CONTRACT AWARD Proj ect: To: Re: Delano Northwest Sewer Interceptor & Watermain Substitution Request Number: From: Date: Wenck Project #: 0564 -34 Specification Title: Drawing #: Section: Page: Description: Detail #: Article /Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Installer: Address: History: ❑ New Product ❑ 2 -5 years old ❑ 5 -10 years old ❑ More than 10 years old Differences between proposed substitution and specified product: ❑ Point -by -point comparative data attached — REQUIRED BY § 01630 Reason for not providing specified item: Similar Installation: Project: Engineer: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: ❑ No ❑ Yes, explain Savings to Owner for accepting substitution: Proposed substitution changes Contract Time: ❑ No ❑ Yes Phone: M. days. Supporting Data Attached: ❑ Drawings ❑ Product Data ❑ Samples ❑ Tests ❑ Reports ❑ TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01630_ Substitutions.doc 01630 -2 Substitutions Attachment 1 to Section 01630 SUBSTITUTION REQUEST (Page 2 of 2) - After Contract Award The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including engineering design, detailing, and construction costs caused by the substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by: Signature: Firm: Address: Telephone: _ Attachments: ENGINEERS REVIEW AND ACTION ❑ Substitution approved — Make submittals in accordance with Specification § 01300. ❑ Substitution rejected— Use specified materials. ❑ Substitution Request received too late — Use specified materials. Signed by: Date: Additional Comments: ❑ Contractor ❑ Subcontractor ❑ Supplier ❑ Manufacturer ❑ Engineer ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \Bid Documents \ProjectManual\Division 1 General Requirements \01630_ Substitutions.doc 01630 -3 Substitutions SECTION 01700 PROJECT CLOSEOUT PART 1 — GENERAL 1.01 FINAL CLEANUP A. The CONTRACTOR shall promptly remove from the vicinity of the completed WORK, all rubbish, deadfalls, unused materials, concrete forms, construction equipment, and temporary facilities and erosion control used during construction. Final acceptance by the OWNER will be withheld until the CONTRACTOR has satisfactorily performed the final cleanup. 1.02 FINAL SUBMITTALS A. The CONTRACTOR, prior to requesting final payment, shall obtain and submit the following items to the ENGINEER for transmittal to the OWNER: 1. Certificates of inspection and acceptance by local governing agencies having jurisdiction. 2. Releases from all parties who are entitled to claims against the subject project, property, or improvement pursuant to the provisions of law. 1.03 MAINTENANCE AND WARRANTY A. The CONTRACTOR shall comply with the maintenance and warranty requirements contained in Article 3.5 WARRANTY, Article 9 PAYMENTS AND COMPLETION, Article 12 UNCOVERING AND CORRECTION OF WORK; Article 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD of the General Conditions; and also all Supplementary Conditions. The CONTRACTOR shall warrant workmanship and materials, including vegetation growth for two years following final acceptance by the OWNER. B. Replacement of earth fill or backfill, where it has settled below the required finish elevations, shall be considered as a part of such required correction, and any repair or resurfacing constructed by the CONTRACTOR which becomes necessary by reason of such settlement shall likewise be considered as a part of such correction unless the CONTRACTOR shall have obtained a statement in writing from the affected private owner or public agency releasing the OWNER from further responsibility in connection with such repair or resurfacing. C. The CONTRACTOR shall make all corrections promptly upon receipt of a written order from the OWNER. If the CONTRACTOR fails to make such corrections promptly, the OWNER reserves the right to do the WORK and the CONTRACTOR and its surety shall be liable to the OWNER for the cost thereof. 1.04 METHOD OF PAYMENT A. Work specified in and performed under this section is incidental. Costs to CONTRACTOR should be merged with bid items. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01700 Project Closeout.doc 01700 -1 Project Closeout 1.05 BOND The CONTRACTOR shall provide a bond to guarantee performance of the provisions contained in Paragraph 1.03 "MAINTENANCE AND WARRANTY" above. PART2- PRODUCTS Not Used PART 3 - EXECUTION Not Used ** *END OF SECTION * ** TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 1 General Requirements \01700 Project Closeout.doc 01700 -2 Project Closeout SECTION 02101 CLEARING AND GRUBBING PART 1 — GENERAL 1.01 SUMMARY A. This section includes the removal and disposal of trees, brush, shrubs, windfalls, logs, stumps, roots, fallen timber, and other vegetation. 1.02 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. Standard Specifications are defined as the "Standard Specifications for Construction ", State of Minnesota Department of Transportation, Latest Edition with latest supplements. 1. The Provisions of Mn/DOT 2101 —Clearing and Grubbing shall apply. B. Minnesota Rules Chapter 1505. 1.03 COORDINATION A. The CONTRACTOR shall coordinate work with others performing work at project site. B. The CONTRACTOR shall notify Gopher State One Call (800- 252 -1166) to mark locations of utilities prior to beginning the Work. 1.04 METHOD OF PAYMENT A. Payment shall be made on a Lump Sum (LS) basis in accordance with the bid schedule. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION 3.01 APPLICABLE SPECIFICATIONS The CONTRACTOR shall perform all WORK under this section in conformance with the provisions of Mn/DOT 2101 — Clearing and Grubbing. 02101 -1 Clearing and Grubbing T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02101_ Clearing and Orubbing.DOC 3.02 PROTECTION The CONTRACTOR shall: A. Conduct all operations within the limits of construction, as indicated on the Drawings. B. Protect all trees and plant materials not designated for removal. C. Conduct operations in such a manner that does not damage protected trees and vegetation outside of limits of construction. 3.03 CLEARING The CONTRACTOR shall: A. Cut and remove trees, brush, shrubs, windfalls, logs, stumps, roots, fallen timber, and other vegetation. B. Prune and remove any low hanging or unsafe branches. 3.04 GRUBBING The CONTRACTOR shall: A. Remove and dispose of designated stumps, roots and other remains. B. Completely remove stumps. C. Backfill depressions with native soils and compact backfill as directed by the ENGINEER. 3.05 DISPOSAL The CONTRACTOR shall: A. Dispose of Elm and Red Oak debris removed by clearing and grubbing in accordance with Minnesota Rules Chapter 1505. B. Consider Beneficial Use Designations for unadulterated wood, wood chips, bark and sawdust. C. Be prohibited from the burying of cleared and grubbed waste within the limits of construction. ** *END OF SECTION * ** 02101 -2 Clearing and Grubbing T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02101_ Clearing and Orubbing.DOC SECTION 02104 REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES PART 1 — GENERAL 1.01 SUMMARY A. Section includes: 1. Removal and disposal pavement. 2. Salvage and restoration of designated materials (culverts, fencing, posts, and signs). 3. Backfilling of resulting depressions. 1.02 REFERENCES A. Standard Specifications: "Standard Specifications for Construction ", State of Minnesota Department of Transportation, latest edition with supplements. 1. Mn/DOT 2104 — Removing Miscellaneous Structures. B. Minnesota Rules Chapter 7035.2860. C. Franklin Township Utility Permit Agreement. 1.03 COORDINATION A. Coordinate work with others performing work at project site. B. CONTRACTOR must notify Gopher State One Call (800- 252 -1166) to mark location of utilities prior to beginning Work. 1.05 MEASUREMENT AND PAYMENT A. Bituminous Driveway and Sub -base Removal and Restoration is incidental to the work. B. Salvage, protection, and restoration of other miscellaneous structures (fencing, posts, and signs, etc.) is incidental to work. PART 2 — PRODUCTS Not Used TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02104_ Removing Pavement and Misc. Structures.DOC 02104 -1 Removing Pavement and Miscellaneous Structures PART 3 - EXECUTION 3.01 PREPARATION A. Conduct operations within limits of construction, as indicated on Drawings. B. Implement Traffic Control Plan, On -Site Health and Safety Plan, and Erosion Control Plans, as submitted to ENGINEER. C. Pavement sawing along removal lines through entire thickness of pavement, as necessary to the watermain installation. D. Prepare a neat square edge with a milled joint prior to restoration. 3.02 REMOVAL AND DISPOSAL OPERATIONS A. Completely remove designated items within limits of construction. B. Dispose of removal items in accordance with applicable laws and ordinances. C. Coordinate all removal operations with Trenching and Sewer Installation Work. D. Damage and removal of items outside of limits of construction will be replaced at the CONTRACTOR'S expense with new, at no cost to OWNER. E. No on -site disposal allowed. 3.03 SALVAGE OPERATIONS A. Remove and store designated salvage items in a manner that will not result in damage. B. Designated salvage items shall be stored at designated construction staging areas. C. Damaged salvage items will be replaced at the CONTRACTOR'S expense with new, at no cost to OWNER. D. Install all salvaged items as shown in Plan Details at ENGINEER approved locations as specified in appropriate sections. E. Salvage, store and install signs, as directed. F. Provide replacement sign materials, as necessary. G. Meet or exceed quality of existing sign installation. H. Salvage and install RCP culverts 1. Measure length and height, in feet, from start to end of fence prior to start of Work. 2. Field stake culverts at end points prior to start of Work. 3. Damaged RCP storm sewer sections must be replaced with new material at CONTRACTOR'S expense. 4. Includes all materials, equipment, and labor. 02104 -2 Removing Pavement and Miscellaneous Structures 5. Verify that length and elevation of the culverts has not changed in total elevation by 0.1- foot when Work is completed. 6. Photograph fencing before and after Work. I. Salvage and install signs and posts. 1. Mark location of signs and posts designated for salvage, as necessary for utility instalation. 2. Includes all materials, equipment, and labor. 3. Photograph items before and after Work. 4. Damaged items must be replaced with new material at CONTRACTOR'S expense. 3.04 BACKFILLING A. Backfill all depressions created from removal operations. 3.05 DISPOSAL A. Consider Beneficial Use Designations for uncontaminated recognizable concrete, brick and salvaged bituminous. B. Burying of waste within limits of construction is prohibited. ** *END OF SECTION * ** 02104 -3 Removing Pavement and Miscellaneous Structures SECTION 02208 GRANULAR BEDDING PART 1 — GENERAL 1.01 SUMMARY A. Work under this section includes descriptions and requirements of the granular bedding material required for construction of the sanitary sewer and watermain as shown on the Drawings. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM D422 - Standard Method for Particle Size Analysis of Soils. 2. ASTM D698 — Standard Test Methods for Moisture - Density Relations of Soils and Soil Aggregate Mixtures Using 5.5 -1b (2.49 kg) Rammer and 12 -inch (305 mm) Drop. 3. ASTM D1556 - Standard Test Method for Density of Soil in -Place by the Sand Cone Method. 4. ASTM D1557 - Modified Test Methods for Moisture - Density Relations of Soils and Soil Aggregate Mixtures Using 10.0 -1b (4.54 kg) Rammer and 18 -in. (457 mm) Drop. 5. ASTM D2487 - Standard Test Method for Classification of Soils for Engineering Purposes. B. MN/DOT Standard Specification refers to "MN /DOT Standard Specifications for Construction, Latest Edition with Supplements." 1.03 SUBMITTALS A. Location of off -site source of materials. B. Name, address, telephone number and contact person of independent soils laboratory. C. Method of off -site source soils material sampling and analyses. D. Off site source material analyses. E. Source testing results shall be provided at least 21 days prior to installation. F. Proposed haul road plan for transportation of all off -site materials to the Project site. 1.04 SOIL MATERIAL SOURCE QUALITY ASSURANCE A. Independent soils laboratory shall be approved by OWNER. 02208 -1 Granular Bedding t: \2294- corcoran \10 -sewer and water planning (tif districts) \bid documents \projectmanual\division 2 site cons[ ruction \02208_granular bedding.doc B. Source testing to be performed by CONTRACTOR at no cost to the OWNER. C. Provide the following test results for granular drainage layer material test requirements: Property Test Method Frequency Grain Size Analysis ASTM D422/D1120 3 test results /source Standard Proctor ASTM D698 3 test results /source 1.05 METHOD OF PAYMENT A. Payment for Standard Sanitary Sewer and Standard Watermain and Manhole Bedding (see paragraph 3.01, subparagraph C) shall be considered incidental to the sanitary sewer and watermain installation B. Payment for additional bedding shall be by cubic yard basis (CY) compacted volume in accordance with the bid schedule. (As directed by the Engineer) PART 2 — PRODUCTS 2.01 GRANULAR BEDDING A. Bedding shall conform to MN/DOT Standard Specification 3149.2G, "Granular Bedding." B. Bedding shall conform to MN/DOT Standard Specification 3149.2H, "Coarse Filter Aggregate." C. Subfoundation 1. Bedding shall conform to MN /DOT Standard Specification 3149.2H, "Coarse Filter Aggregate," with the following modifications. • Crushing requirements: 100% of the material, by weight, retained on the no. 4 sieve shall have one or more crushed faces. • No on -site material will be allowed. • Crushed Carbonate Quarry Rock will be allowed PART 3 — EXECUTION 3.01 PLACING BACKFILL AND BEDDING A. Notify ENGINEER before placing backfill material. B. Do not use frozen material or place fill on frozen subgrade. C. Granular Bedding Material Limits for Pipe Bedding: 1. Sanitary Sewer Standard Bedding shall be a minimum of 6 inches below the pipe invert and extended upward to 12 inches above top of pipe and across the entire trench width. 2. Additional bedding: as directed by the ENGINEER. 3. Standard Watermain Bedding shall be a minimum of 4 inches below the pipe invert and extended upward to the pipe spring line and across the entire trench width. 4. Concrete manholes: Bedding shall be as shown on the Drawings. 02208 -2 Granular Bedding t: \2294- corcoran \10 -sewer and water planning (tif districts) \bid documents \projectmanual\division 2 site cons[ ruction \02208_granular bedding.doc D. Granular Bedding Material Limits for Pipe Cover: 1. For PVC, the CONTRACTOR shall backfill bedding to a thickness of 12 inches above the top of pipe and across width of trench. 2. For RCP and DIP, backfill with bedding to spring line. 3. Place fill simultaneously on both sides of free - standing structures. 4. Provide vibratory compaction for granular materials. When approved by ENGINEER, jetting, flooding, puddling, or vibroflotation methods may be used for compacting if CONTRACTOR furnishes test results to confirm required degree of compaction being obtained uniformly throughout entire mass. 5. Lift Thickness and Compaction: Place and compact fill material in maximum lift thickness and to minimum densities listed below. Type of Fill Placement Pipe Bedding Pipe Cover 3.02 FIELD QUALITY CONTROL Maximum Compacted Lift Standard Thickness (inches) Proctor ( %) 6 95 12 95 A. In -place testing shall be performed by CONTRACTOR in accordance with the Construction Quality Assurance manual; any laboratory retesting due to test failure will be paid for by the CONTRACTOR. 3.03 TRANSPORTATION AND HAUL ROADS A. Observe State, County, Township, and Local traffic rules and weight restrictions. B. All vehicle trips loaded or unloaded shall be on designated haul roads only. C. CONTRACTOR to coordinate selection of haul roads with the appropriate governing body and acquire any necessary permits. ** *END OF SECTION * ** 02208 -3 Granular Bedding t: \2294- corcoran \10 -sewer and water planning (tif districts) \bid documents \projectmanual\division 2 site cons[ ruction \02208_granular bedding.doc SECTION 02320 TRENCH EXCAVATION AND BACKFILL PART 1 - GENERAL fjjLIj _Itljulu /:11 :i'/ A. WORK described in this section includes trenching requirements for installing new underground sanitary sewer and watermain and appurtenances including requirements for excavation, backfill and compaction. The watermain, in certain areas, is within the sewer backfill zone. Compaction requirements and lift thicknesses will be closely monitored. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM D698 - Standard Test Methods for Moisture Density Relations of Soils and Soil Aggregate Mixtures Using 5.5 -1b (2.49 -kg) Rammer and 12 -in. (305 -mm) Drop. 2. ASTM D4253 -83 - Standard Test Method for Maximum Index Density of Soils Using a Vibrating Table. 3. ASTM D4318 -84 - Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 4. ASTM D2321 — Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 5. ASTM D422 - Standard Method for Particle Size Analysis of Soils. 6. ASTM D 1140- Standard Test Method for Amount of Material in Soils Finer than the No. 200 (75 um) Sieve. 7. ASTM D1556- Standard Test Method for Density of Soil in -Place by the Sand Cone Method. 8. ASTM D2167- Standard Test Method for Density and Unit Weight of Soil -in -Place by the Rubber Balloon Method. 9. ASTM D2487 -85 Standard Test Method for Classification of Soils for Engineering Purposes. 10. ASTM D2922 -81 Standard Test Methods for Density of Soil and Soil- Aggregate in- place by Nuclear Methods (Shallow- Depth). 11. ASTM D3017 -88 Standard Test Method for Water Content of Soil and Rock in -Place by Nuclear Methods (Shallow Depth). B. Minnesota Department of Transportation (MN /DOT), Standard Specifications for Construction, latest Edition with supplements. 1. MN /DOT 2105 — Excavation and Embankment. 2. MN /DOT 3149 — Granular Material C. City Engineers Association of Minnesota (CEAM), Standard Utilities Construction Specifications, latest Edition. 02320 -1 Trench Excavation and Backfill T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02320_Trench Excavation and Backfill.doc 1.03 DEFINITIONS A. Influence Zone Around Piping Area: below limits bounded by line 12 in. above pipe and by 1 horizontal to 2 vertical slope extending outward from that line 1 foot beyond outer edge of pipe or duct. B. Unsuitable or Unstable Material: Topsoil, peat, organic soils, and materials containing slag, cinders, foundry sand, debris, and rubble or soil with less than required bearing capacity. C. Granular Bedding: Material Use Designation for zone below the pipe grade, used to replace unsuitable or unstable material to 12 inches above top of pipe for PVC, to spring line for DIP and RCP, to facilitate proper shaping and to achieve uniform pipe support and protection. 1.04 QUALITY ASSURANCE A. Testing performed by CONTRACTOR. B. Regulatory Requirements: WORK shall be in accordance with conditions and practices as set for the in the permits tabulated in Appendix A. C. Other Requirements: WORK shall be in accordance with conditions and practices as set for the in following approvals: 1. MCES — for forcemain installation. 2. Others in Appendix A. 1.05 SUBMITTALS A. The CONTRACTOR shall provide shop drawings for approval on the Method of Piping Installation. B. The CONTRACTOR shall submit source - testing results of materials supplied to show conformance with Section 01410. C. All shop drawings required for submission shall be submitted prior to commencement of the WORK. D. Additional soil analyses may be required. 1.06 PROJECT /SITE CONDITIONS A. The CONTRACTOR shall perform trenching, backfilling, and compacting within the influence zone of existing or future structures in such a manner as to prevent instability of said structures which may occur as a result of the CONTRACTOR'S operations. B. General vertical and horizontal locations of known utilities are shown on the Drawings. The OWNER and the ENGINEER do not guarantee utility locations. CONTRACTOR should uncover utilities and verify both vertical and horizontal alignment prior to trench excavation. C. The CONTRACTOR must notify Gopher State One Call (800- 252 -1166) to mark location of utilities prior to beginning work. 02320 -2 Trench Excavation and Backfill TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02320_Trench Excavation and Backfill.doc D. The CONTRACTOR is required to meet all applicable OSHA standards pertaining to working near energized transmission lines as well as required minimum clearance from all Power Transmission and Distribution Structures (poles and guy wires) and Power Transmission Lines. E. The CONTRACTOR is responsible for notifying utilities at least 48 -hours prior to commencing WORK within 50 feet of the respective facility: F. The CONTRACTOR shall obtain a Minnesota Pollution Control Agency General Construction Stormwater Permit and any other construction permits that may be required including but not limited to permits required for Sheeting, Bracing, and Shoring. G. Backfill and compact all trench excavations promptly after pipe is installed. H. CONTRACTOR is responsible for implementing appropriate trench ventilation and regular air monitoring. As mentioned in the Geotechnical Report (Appendix C), methane or other hazardous gasses may be encountered in excavations through the organic soils, such as those found in the wetland areas. 1.07 METHOD OF PAYMENT A. All items in this section are considered incidental to work. No additional compensation will be made. 191 11-20 .% :: _V►Y11•/ A. Trench settlements that occur along any bituminous road surface, during the correction period and are greater than 1 inch as measured by a 10 -foot straight edge will be repaired in a matter acceptable to the OWNER at the CONTRACTOR's expense. B. Trench settlements or interruption of drainage that occur in all other areas that during the correction period and are greater than 6 inches will be repaired in a matter acceptable to the OWNER at the CONTRACTOR'S expense. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION 3.01 PREPARATION A. The CONTRACTOR shall notify corporations, companies, individuals or authorities owning above or below ground conduits, wires, pipes or other utilities running to property or encountered during excavating operations. 02320 -3 Trench Excavation and Backfill TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02320_Trench Excavation and Backfill.doc B. The CONTRACTOR shall cap or remove and relocate services in accordance with the requirements of the owners of services. C. The CONTRACTOR shall protect, support, and maintain conduits, wires, pipes, poles, trees, pavement, and other remaining utilities in accordance with requirements of owners of services. D. The CONTRACTOR shall remove and replace or compact natural soils or compacted fills softened by frost, flooding or weather. E. The CONTRACTOR shall remove unsuitable or unstable material from within trenches. F. The CONTRACTOR shall stabilize trench bottom and replace unsuitable or unstable material with coarse filter aggregate. G. The CONTRACTOR shall implement traffic control according to ENGINEER approved submittals. H. When Crossing under Existing Utility Lines, the CONTRACTOR shall: 1. Use extreme care when excavating in the vicinity of underground utility lines to avoid damage to protective coatings and surfaces. 2. Where possible and as authorized by the utility, temporarily remove the utility line, install the new pipe and reinstall the utility line. 3. When the existing line cannot be removed or is not feasible to remove, securely support, excavate under, backfill under and around the utility line to 100 percent Standard Proctor density. 4. Report and repair damaged lines prior to backfilling trench. I. WORK completed in the vicinity of transmission lines will comply with Transmission Line Right of Way Use Encroachment Agreements. 3.02 EXCAVATION The CONTRACTOR shall: A. Excavate to elevations, dimensions, and in locations as shown on Drawings. B. Excavate trenches to enable laying of pipe in a straight and uniform grade, without sags or humps, between elevations shown on Drawings. The maximum width of excavation is shown on the Drawings. C. Not advance excavation of trenches beyond footage of pipe to be laid that day. D. Not excavate for manholes or other structures until scheduled for construction. F. The CONTRACTOR shall, notify the OWNER before proceeding with further WORK, upon completion of excavation 3.03 BACKFILLING AND COMPACTION The CONTRACTOR shall: 02320 -4 Trench Excavation and Backfill TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02320_Trench Excavation and Backfill.doc A. Notify the OWNER or the ENGINEER prior to placing fill material. B. Do not use frozen material or do not place fill on frozen subgrade. C. Utilize fill materials that are mineral soils free of rubbish, trees, stumps, branches, debris, frozen soil, oversize stone, concrete, bituminous chucks, and other unsuitable material. D. Place pipe bedding material as shown on Drawings details and in accordance to Section 02208. E. Compaction. The CONTRACTOR shall: 1. Utilize mechanical compaction for cohesive material and vibratory compaction for granular materials. 2. Compact soils to 95 percent Standard Proctor Density in maximum lifts of 12 inches. 3. Perform compaction test every 200 feet per lift, different stationing each lift. 4. Provide all test results to the ENGINEER on a daily basis. 3.04 FIELD QUALITY CONTROL A. Testing for conformance to these specifications shall be performed by the CONTRACTOR. ** *END OF SECTION * ** 02320 -5 Trench Excavation and Backfill TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02320_Trench Excavation and Backfill.doc SECTION 02445 PIPE JACKING PART 1 — GENERAL ffIjfff _01800ZXMI1 Work described in the section includes installation of pipe by pipe jacking as required by permits in Appendix A of Project Manual. 1.02 REFERENCES Standard Specifications for Construction, State of Minnesota Department of Transportation, latest edition with supplements. (MN /DOT 2503 Pipe Sewers) A. American Society for Testing and Materials (ASTM): 1. A36 Standard Specification for Structural Steel. 2. A53 Standard Specification for Pipe, Steel, Black, and Hot - dipped, Zinc Coated Welded and Seamless. 3. A134 Electric- Fusion (ARC) - Welded Steel Plate Pipe (Sizes 16 inches and over). 4. A139 Electric- Fusion (ARC)- Welded Steel Pipe (Sizes 4 -in and over). 5. C204 Test method for fineness of portland cement by air permeability apparatus. 6. C430 Test method for fineness of Hydraulic cement by the 45 um (No. 325) sieve. 7. C618 Fly Ash and Raw or Calcined Natural Pozzolan for use as a mineral admixture in portland cement concrete. 8. C1208 Standard Specification for Vitrified Clay Pipe and Joints for Use in Micro tunneling, Slip lining, Pipe Bursting, and Tunnels. 9. D1248 Specification for polyethylene plastics molding and extrusion materials. 10. D3350 Polyethylene plastics pipe and fittings materials. 11. D6783 Standard Specification for Polymer Concrete Pipe. 12. F714 Polyethylene (PE) plastic pipe (SDR -PR) based on outside diameter. B. American Water Works Association (AWWA): 1. C200 Steel Water Pipe 6 -in and larger. 2. C203 Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot - Applied. 3. C206 Standard for Field Welding of Steel Water Pipe. C. American Petroleum Institute (API): 1. 5L Line Pipe. 2. 13A Oil well drilling - Fluid materials. D. American Welding Society (AWS): I . D 1.1 Structural welding code - steel. 02445 -1 Pipe Jacking T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02445 Pipe Jacking.doc 1.03 DEFINITIONS A. Casing Pipe: A steel pipe used for the encasement of a single sanitary sewer line as discussed in SECTION 02531. B. Carrier Pipe: A pipe used for the conveyance of sanitary sewage or water as discussed in SECTION 02530 and SECTION 02540. 1.04 PROJECT /SITE CONDITIONS A. General locations of utilities are shown on plan set. OWNER does not guarantee utility locations. B. Prior to beginning work, CONTRACTOR must contact Gopher State One Call (800 -252- 1166) to mark underground utility locations. C. CONTRACTOR is responsible for planning and scheduling transmission outages with Xcel Energy and Great River Energy, if applicable: 1. Xcel Energy Contact: Steve Rollin (612) 330 -2875 2. Great River Energy Contact: John Keen (763) 241 -2256 D. Actual site conditions may limit the size and location of a jacking pit; the CONTRACTOR should review site conditions prior to placing a bid. E. Groundwater level shall be evaluated to determine if dewatering must take place before or during project. F. CONTRACTOR must comply with applicable permits or regulations for all work, and work within railroads, highways, or utility right -of -ways. 1.05 SUBMITTALS Within 30 days after Notice to Proceed, CONTRACTOR shall submit the following: A. Product data sheets. B. Shop drawings. C. Pipe installation plan if it will include horizontal directional drilling (HDD), boring and/or jacking. Limits of disturbance must be shown. D. Proposed sheeting, shoring, and bracing schedule for jacking and receiving pits. E. Equipment roster. F. A detailed construction schedule. G. Qualifications and training of the foreman and work site crew. H. Contact information of sub - contractors. 02445 -2 Pipe Jacking T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02445 Pipe Jacking.doc 1.06 MEASUREMENT AND PAYMENT A. Payment shall be based on lineal feet of installed casing pipe. For any failure of the jacking method that causes open cut or other methods; those installation costs are incidental to work and no extra compensation will be given. B. The CONTRACTOR shall be responsible for obtaining or paying any special permit fees for bonds, etc., required. PART 2 — PRODUCTS 2.01 MATERIALS A. Shims /Spacers /Skids 1. Wood or plastic shims shall be secured to carrier pipe with stainless steel straps to prevent movement of the carrier pipe within the casing. 2. A minimum of 2 shims is required per carrier pipe section within the casing. 3. PVC shims will not be used. B. Casing Pipe 1. CONTRACTOR shall comply with Hennepin County permit (Appendix A). 2. Steel pipe shall conform to ASTM A252 GR2 and have minimum yield strength of 35,000 pounds per square inch. The diameter shall be as specified in the Drawings. The wall thickness shall be adequate to withstand the forces to which it is subjected during installation. 3. Steel casing pipe shall be leakproof, coated, and cathodically protected. 4. Steel casing pipe shall have a wall thickness of 0.375 inches for casing pipe up to 24 inch diameter, and a wall thickness of 0.500 inches for casing pipe 26 to 32 inches in diameter. C. Carrier Pipe CONTRACTOR shall comply with carrier pipe specifications as described in SECTION 02611 and SECTION 02540. Carrier pipe shall have restrained joints (mechanical flanged fitting, megalug, or ENGINEER approved equivalent). 02445 -3 Pipe Jacking T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02445 Pipe Jacking.doc 2.02 EQUIPMENT A. CONTRACTOR shall use equipment that is sized correctly for the installation of the casing. B. CONTRACTOR shall use equipment with sufficient power and capability to complete project from original jacking pit. C. CONTRACTOR shall incorporate de- watering provisions if site conditions require it. PART 3 — EXECUTION 3.01 GENERAL A. All excavations shall conform to SECTION 02320. B. If work is interrupted prior to project completion, CONTRACTOR shall bear all costs related to stopping and resuming operations without additional payment. C. CONTRACTOR shall ensure the safety of those workers, the public, private and public property, and the work itself. D. CONTRACTOR shall use construction methods that prevent settlement, movement, or cracking of adjacent structures. If movement or settlement has or could cause damage to nearby structures or property, work shall stop immediately except for those activities that will prevent further damage. Work may resume only after precautions have been taken to prevent further movement, settlement, or damage. E. CONTRACTOR shall check pits and face supports at regular intervals and after significant jacking advances to ensure continuous stability. F. CONTRACTOR shall grout tunnel between casing and ground surface. G. CONTRACTOR shall comply with Appendix A (Permits and Licenses) for pipe. 3.02 INSTALLATION A. Field Inspection: 1. The ENGINEER may enter jacking pit at anytime for the purpose of inspecting material or workmanship. CONTRACTOR shall cooperate in such inspections. 2. CONTRACTOR shall verify that casing and carrier pipe materials are free from cracks or deformities caused by moving, storing, or weather conditions. B. Preparations: 1. CONTRACTOR shall understand and work within all permit and regulation requirements. 2. CONTRACTOR shall implement erosion - control measures indicated in Drawings before commencement of construction activities. 3. Verify and mark utility locations (Gopher State One Call) before commencement of construction activities. 02445 -4 Pipe Jacking T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02445 Pipe Jacking.doc 4. If an open pit or exposed construction activity must remain this way during non- working hours, CONTRACTOR shall secure the working area with temporary construction fencing. 5. Place sheeting, shoring, or bracing as necessary to maintain the pit slopes and protect adjacent structures. Sheeting, shoring, or bracing shall be considered incidental to the jacking. C. Installation: 1. Provide means for accurately guiding jacked pipe into position consistent with line and grade indicated on Drawings. 2. CONTRACTOR shall install carrier pipe inside of casing to the dimensions, alignment, and grade shown on Drawings. CONTRACTOR shall notify ENGINEER after successful jacking of casing pipe and before installing carrier pipe. 3. The annular space between casing and carrier pipe will be filled with silica sand. 4. Water in the casing shall be pumped out prior to filling the void between casing and carrier pipe. In granular native soils, a 1 -1/2" pipe shall be forced along the top of the casing pipe. The end of this 1 -1/2" pipe shall be 18" back from the lead edge of the jacking pipe. Bentonite grout under pressure shall be forced through this pipe at all times during the jacking operation to fill any voids that might develop above the casing. 5. CONTRACTOR must notify ENGINEER after void between casing and carrier pipe is filled. 6. Prior to backfilling jacking and receiving pits, CONTRACTOR shall bulkhead the void between casing and carrier pipe with concrete or mortar. ** *END OF SECTION ** 02445 -5 Pipe Jacking T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02445 Pipe Jacking.doc SECTION 02530 SANITARY SEWER PART 1 — GENERAL 1.01 SECTION INCLUDES Work under this section shall consist of the construction of sewers and manholes for conveyance of sewage. 1.02 RELATED SECTIONS A. Section 02320 — TRENCH EXCAVATION AND BACKFILL. 1.03 REFERENCES The following specifications have been referenced in this Specification: AASHTO M198 Specification for Joints for Circular Concrete Sewer and Culvert Pipe Using 02530 -1 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc Flexible Watertight Gaskets AASHTO M294 Specification for Corrugated Polyethylene Pipe, 300 -to 1200 -mm Diameter ASTM A276 Stainless and Heat Resisting Steel Bars and Shapes ASTM A48 Specification for Gray Iron Castings ASTM A480 Stainless Steel Plate, Sheet, and Strip ASTM A74 Specification for Cast Iron Soil Pipe and Fittings ASTM B26 Aluminum Alloy Sand Castings ASTM B584 Copper Alloy and Sand Castings for General Application ASTM C76 Specification for Reinforced Concrete Pipe ASTM C270 Mortar for Unit Masonry ASTM C361 Specification for Reinforced Concrete Low Head Pressure Pipe ASTM C443 Specification for Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets ASTM C478 Specification for Precast Reinforced Concrete Manhole ASTM C497 Standard Methods of Testing Concrete Pipe, Manhole Sections ASTM D2000 Standard Classification System for Rubber Products in Automotive Applications ASTM D4020 U.H.M.W. Polyethylene Molding and Extrusion Material ASTM D543 Test Method for Resistance of Plastic to Chemicals ASTM C564 Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings ASTM C700 Specification for Vitrified Clay Pipe ASTM D2321 Recommended Practice for Installation of Flexible Thermoplastic Sewer Pipe ASTM D2751 Specification for ABS Pipe and Fittings ASTM D3034 Specification for PVC Sewer Pipe and Fittings 02530 -1 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc ASTM D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM F679 Specification for Large- Diameter PVC Sewer Pipe and Fittings ASTM F949 Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings ASTM C923 -02 Standard Specification for Resilient Connectors Between Concrete Manhole Structures, Pipes and Laterals ASTM A240/A240M -05 Standard Specification for Chromium and Chromium - Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications ASTM F593 -02e2 Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs ASTM F594 -02 Standard Specification for Stainless Steel Nuts AWWA C104 American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water AWWA C110 American National Standard for Ductile -Iron and Gray -Iron Fittings, 3 In. through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids AWWA C 1 l l American National Standard for Rubber - Gasket Joints for Ductile -Iron Pressure Pipe and Fittings AWWA C115 American National Standard for Flanged Ductile -Iron Pipe With Ductile -Iron or Gray -Iron Threaded Flanges AWWA C150 American National Standard for Thickness Design of Ductile -Iron Pipe AWWA C151 American National Standard for Ductile -Iron Pipe, Centrifugally Case, for Water or Other Liquids AWWA C153 American National Standard for Ductile -Iron Compact Fittings, 3 In. through 24 In. (76 mm Through 610 mm) and 54 In. through 64 In. (1,400 mm Through 1,600 mm), for Water Service 1.04 SUBMITTALS A. Submit the following in accordance with Section 01300: 1. Manufacturer's instructions for installation of pipe and appurtenances. 2. Construction Progress Schedules. 3. Shop Drawings and samples, including Manholes. 1.05 SITE CONDITIONS A. All work must be confined to within the limits of construction easements or public right -of- way. B. Verify sanitary sewer service locations prior to the start of any construction. B. In locations where the sanitary sewer is in conflict with an existing watermain or water service, the watermain or water service shall be lowered to provide at least 18 inches of 02530 -2 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc vertical distance between the watermain or water service and sanitary sewer, or relocated in accordance with the Drawings. When local conditions prevent a vertical separation as described, the following construction shall be used: 1. Sewers passing over or under watermains shall be constructed of materials equal to watermain standards of construction. 2. Watermains passing under sewers shall, in addition, be protected by providing: a. A vertical separation of at least 18 inches between the bottom of the sewer and the top of the watermain. b. Adequate structural support for the sewer to prevent excessive deflection of joints and settling on and breaking the watermains. c. The length of watermain shall be centered at the point of crossing so that the joints will be equidistant and as far as possible from the sewer. 3. Watermains shall be laid at least 10 feet horizontally from any sanitary sewer whenever possible. When local conditions prevent a horizontal separation of 10 feet, a watermain may be laid closer (to a minimum of 4 feet) to a sanitary sewer provided that: a. The sanitary sewer shall be constructed of joints that are equivalent to the watermain standards of construction and shall be pressure tested to assure water tightness prior to backfilling. 1.06 BASIS OF PAYMENT A. SEWER PIPE Payment shall be based on lineal feet of installed sewer pipe. Terminal points of measurement will be the pipe end at free outlets; the point of connection with inplace pipe; the center of manholes; the point of centerline intersections at branch fittings; or the point of juncture with other appurtenances or units as defined. Separation of quantities according to "depth zone classification ", when so designated in the Pay Item, will be determined by depth of pipe invert below the ground surface profile. B. FORCEMAIN Payment shall be based on lineal feet of installed forcemain as shown on the drawings. C. MANHOLES Manholes of each design designation will be measured by number of each constructed complete - in- place, including the base, external chimney seal, and castings as required, but excluding any excess depth greater than 12 feet measured from top of manhole cover to invert elevation of lowest pipe. Excess manhole depth is a separate pay item of each design designation and will be measured by the vertical foot difference in depth between the 12 feet allowed as standard and the actual increased depth as constructed. D. SPECIAL PIPE FITTINGS Special pipe fittings (wyes, tees, bends, etc.) of each design designation are incidental to work. 02530 -3 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc E. APPURTENANT ITEMS Appurtenant items are incidental to work. F. ANTI - SEEPAGE COLLARS Measurement and payment for collars shall be by the unit contract price per each properly installed. PART 2 — PRODUCTS 2.01 MATERIALS A. GENERAL All materials required for this work shall be new material conforming to requirements of the referenced specifications for the class, kind, type, size, grade, and other details indicated in the Project Manual. Unless otherwise indicated, all required materials shall be furnished by the CONTRACTOR. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Drawings, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Drawings. Otherwise, the OWNER may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. At the request of the ENGINEER, the CONTRACTOR shall submit in writing a list of materials and suppliers for approval. Suppliers shall submit a Certificate of Compliance that the materials furnished have been tested and are in compliance with the specifications. Wherever connection of dissimilar materials or designs is required, the method of joining and any special fittings employed shall be products specifically manufactured for this purpose and subject to approval by the ENGINEER. B. POLYVINYL CHLORIDE PIPE AND FITTINGS Pipe and fittings shall confirm to ASTM D3034. PVC plastics shall have a minimum Cell Classification of 1254B or 12454C or 13364B as defined in ASTM D1784. Pipe materials shall have a minimum hydrostatic design stress of 2,000 psi as certified by the Plastic Pipe Institute. Additives and fillers including but not limited to stabilizers, antioxidants, lubricants, colorants, etc., shall not exceed 20 parts by weight per 100 of PVC resin in the compound. Certification of resin compounding shall be provided by the pipe manufacturer prior to shipment to the job site. PVC pipe and fittings shall have an integral wall bell and spigot joint and a minimum wall thickness conforming to SDR 35 and SDR 26 and as shown on the Drawings. 02530 -4 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc Joints shall conform to ASTM D3212. Joint shall be push -on type only with the bell -end grooved to receive a gasket. Elastomeric seal (gasket) shall have a basic polymer of synthetic rubber conforming to ASTM F477. Natural rubber gaskets will not be accepted. Each pipe shall be identified with the name of the manufacturer or trademark and code, nominal pipe size in inches, the PVC cell classification and "Specification D3034." PVC pipe locating wire shall be same as SECTION 02540 — WATERMAIN. C. METAL SEWER CASTINGS Metal castings for sewer structures such as manhole frames and covers, catch basin frames, grates and curb boxes, shall conform to the requirements of ASTM A -48 (Gray Iron Castings), subject to the following supplementary provisions: 1. Casting assemblies or dimensions, details, weights, and class shall be as indicated in the detailed drawings for the design designation specified. Unless otherwise specified, the castings shall be Class 30 or better. 2. Lid -to -frame surfaces on round casting assemblies shall be machine milled to provide true bearing around the entire circumference. 3. Casting weight shall be not less than 95 percent of theoretical weight for a unit cast to exact dimensions, based on 442 pounds per cubic foot. 4. A Certificate of Compliance shall be furnished with each shipment of castings stating that the materials furnished have been tested and are in compliance with the specification requirements. 5. Unless otherwise specified, sanitary sewer manholes in areas subject to flooding by surface water shall have self - sealing lids and recessed pick holes. (NEENAH R -1755 C, or approved equivalent.) 6. Unless otherwise specified, sanitary sewer manhole lids shall have recessed pick holes. D. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS Precast concrete riser sections and appurtenant units (grade rings, top and base slabs, special sections, etc.) used in the construction of manhole and catch basin structures shall conform with the requirements of ASTM C -478, MN /DOT 2506 and the following supplementary provisions: 1. The precast sections and appurtenant units shall conform to all requirements as shown on the detailed drawings. 2. Joints of manhole riser sections shall be tongue and groove with rubber "O" ring or profile joints provided on sanitary sewer manholes. Sanitary sewer inlet and outlet pipes shall be joined to the manhole with a gasketed (ASTM C443), flexible, watertight connection or any watertight connection arrangement that allows differential settlement of the pipe and manhole wall to take place. a. Comply with physical requirements for Type B gaskets in AASHTO M198. i. Preformed Flexible Plastic Gaskets ii. Manufacturers: 1) Ram -Nek by K. T. Snyder Company, Inc. 2) Kent Seal by Hamilton -Kent, Inc. 3) Or approved equal 02530 -5 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc 3. Air - entrained concrete shall be used in the production of all units. Air content shall be maintained within the range of 5 to 7 percent. 4. A Certificate of Compliance shall be furnished with each shipment of precast manhole and catch basin sections stating that the materials furnished have been tested and are in compliance with the specification requirements. 5. Lift holes will not be permitted in precast manholes. 6. Furnish sufficient epoxy coating material with manholes to allow coating of all manhole section joints, all pipe to manhole connections, and any other areas requiring touch -up. 7. Flexible Boots a. Physical Requirements: ASTM C443 b. Performance Requirements: ASTM C443 E. MANHOLE BASES Base sections for manholes shall be precast manhole bases with integral boots, as approved by ENGINEER. Elevations shown on Drawings designate sewer elevations at location of center of manholes. With precast manholes, incorporate cast -in adapters, boots, to accommodate connection of pipe, provide for sewer grade differential between center of manhole and manhole wall for each sewer pipe entering manhole. F. CONCRETE Concrete for construction shall be produced and furnished in accordance with the requirements of MN /DOT Specification 2461 for the mix designation indicated in the Drawings. The requirements for Grade B concrete shall be met where a higher grade is not specified. Type 3 (air- entrained) concrete shall be furnished and used in all structures having weather exposure. G. MORTAR Mortar for use in masonry construction shall be an air - entrained mixture of one part Masonry cement, Type S, and two parts mortar sand, with sufficient water to produce proper consistency, and with sufficient air - entraining agent added to maintain an air content within the range of 7 to 10 percent. Mortar shall meet the requirements of ASTM C -270. H. SEWER ANTI - SEEPAGE COLLARS Sewer anti - seepage collars shall be AgriDrain Anti -Seep CollarsTM, or approved equal. Collars shall be sized according to granular bedding installed. Some site fabrication to get 12" below bedding is required. I. EXTERNAL CHIMNEY SEAL Frame seals shall consist of a flexible external rubber sleeve and extension and stainless steel compression bands, all conforming to the following requirements: 02530 -6 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc 1. Rubber Sleeve and Extension The flexible rubber sleeve and extension shall be extruded or molded from a high grade rubber compound conforming to the applicable requirements with a minimum 1500 psi tensile strength, maximum 18% compression set and a hardness (durometer) of 48 +5. The sleeve shall be corrugated, with a minimum thickness of 3/16 inches and shall be available in unexpanded vertical heights of 6 and 9 inches. The top section of the sleeve shall contain multiple sealing fins and be designed to extend both over and under the manhole frame's base flange, thereby allowing it to be mechanically locked to the frame. The bottom section of the sleeve shall contain an integrally formed compression band recess and multiple sealing fins. The extension shall have a minimum thickness of 3/16 inches. The top portion of the extension shall be shaped to fit into the bottom band recess of the sleeve and have its own integrally formed band recess, which is located such that when assembled this recess is centered over that of the sleeve. The bottom section of the extension shall contain an integrally formed compression band recess and multiple sealing fins. Any splice used to fabricate the sleeve and extension shall be hot vulcanized and have a strength such that the sleeve shall withstand a 180 degree bend with no visible separation. 2. Compression Bands The bands used to compress the sleeve against the manhole shall be integrally formed from 16 gauge stainless steel with no welded attachments and shall have a minimum width of 1 inch. The top compression band shall have a shape and width sufficient to, when tightened, mechanically lock the sleeve to the manhole frame's base flange. The tightening mechanism on both bands shall have the capacity to develop the pressures necessary to make a watertight seal and shall have a minimum adjustment range of 2 diameter inches. Screws, bolts and nuts used on the bands shall be stainless steel. 3. Acceptable Manufacturers a. Cretex Specialty Products b. Pre - Approved Equal 17:,1 :111 [ c m 0:4 9 �l L � J I 1 IM 21 3.01. INSTALLATION OF PIPE AND FITTINGS A. INSPECTION AND HANDLING Proper and adequate implements, tools, and facilities satisfactory to the ENGINEER shall be provided and used by the CONTRACTOR for the safe and convenient prosecution of the work. During the process of unloading, all pipe and accessories 02530 -7 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc shall be inspected by the CONTRACTOR for damage. The CONTRACTOR shall notify the ENGINEER of all material found to have cracks, flaws or other defects. The ENGINEER shall inspect the damaged materials and have the right to reject any materials found to be unsatisfactory. The CONTRACTOR shall promptly remove all rejected material from the site. All materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fillings; preclude contamination of interior areas; and avoid jolting contact, dropping, or dumping. All work and materials are subject to tests by the OWNER at such frequency as may be determined by the ENGINEER. While suspended and before being lowered into laying position, each pipe section and appurtenant unit shall be inspected by the CONTRACTOR to detect damage or unsound conditions that may need corrective action or be cause for rejection. The CONTRACTOR shall inform the ENGINEER of any defects discovered and the ENGINEER will prescribe the required corrective actions or order rejection. Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repair as needed. B. PIPE LAYING OPERATIONS Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper laying and joining of the units at the prescribed grade and alignment without unnecessary deviation or hindrance. All foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench and they shall be kept clean by approved means during and after laying. The sewer materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped into the trench. At the time of pipe placement, the bedding conditions shall be such as to provide uniform and continuous support for the pipe between bell holes. Bell holes shall be excavated as necessary to make the joint connections, but they shall be no larger than would be adequate to support the pipe throughout its length. No pipe material shall be laid in water nor when the trench or bedding conditions are otherwise unsuitable or improper. When placement or handling precautions prove inadequate, in the ENGINEER'S opinion, the CONTRACTOR shall provide and install suitable plugs or caps effectively closing the open ends of each pipe section before it is lowered into laying position, and they shall remain so covered until removal is necessary for connection of an adjoining unit. Unless otherwise permitted by the ENGINEER, bell and spigot pipe shall be laid with the bell ends facing upgrade and the laying shall start on the downgrade end and proceed upgrade. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material, which shall be thoroughly compacted by tamping around the pipe to a height 02530 -8 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc of at least 12 inches above the top with hand operated mechanical tamping devices or by hand. The joint areas shall remain exposed and precautions shall be taken to prevent the soil from entering the joint space, until the joint seal is effected. Backfill in the bell area shall be left loose. Connection of pipe to existing lines or previously constructed manholes or catch basins shall be accomplished as shown in the Drawings or as otherwise approved by the ENGINEER. Where necessary to make satisfactory closure or produce the required curvature, grade or alignment deflections at joints shall not exceed that which will assure tight joints and comply with any limitations recommended by the pipe manufacturer. Entrance of foreign matter into pipeline openings shall be prevented at all times to the extent that suitable plugs or covering can be kept in place over the openings without interfering with the installation operations. Installation of thermoplastic pipe shall conform to ASTM D -2321. C. CONNECTION AND ASSEMBLY OF JOINTS All pipe and fitting joints shall fit tightly and be fully closed. Spigot ends shall be marked as necessary to indicate the point of complete closure. All joints shall be watertight in all sanitary sewer pipe lines and in all storm sewer pipe lines. Where specified, the joints in certain assemblies shall be made structurally integral by being completely encased in concrete to form a rigid watertight unit as indicated in the standard drawings. All joints shall be sealed as follows, subject to such other approved method as the ENGINEER may authorize as being an acceptable alternative: 1. Concrete pipe and fitting joints - compression type rubber gasket seals conforming to the requirements of ASTM C -443, ASTM C -361 or AASHTO M -198 for circular pipe, or as otherwise approved by the ENGINEER in the case of non - circular pipe sections. 2. PVC pipe, and ABS solid wall pipe and fittings assembled gasket seal joints. 3. Corrugated smooth wall PVC and corrugated- double wall HDPE pipe and fittings - assembled push -on gasketed joints shall pass performance tests as listed in ASTM D- 3212. Solvent welds shall not be permitted. 4. Vitrified clay pipe and fittings - factory fabricated compression seals or compression type couplings. 5. Corrugated steel pipe and fittings - sealed with approved type compression seals. D. BULKHEADING OPEN PIPE ENDS All pipe and fitting ends left open for future connection shall be bulkheaded by approved methods prior to backfilling. Unless otherwise specified or approved, all openings of 24 inches in diameter or less shall be closed off with prefabricated plugs or caps and all openings larger than 24 inches in diameter shall be closed off with masonry bulkheads. Prefabricated plugs and caps shall be of the same material as the pipe material, or an approved alternate material, and they shall be installed with watertight seal as required for the pipeline 02530 -9 Sewer T: \2294 - Corcoran \]0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc joints. Masonry bulkheads shall be constructed with clay or concrete brick to a wall thickness of eight inches. Bulkheads installed for temporary service during construction may be constructed with two- inch timber planking securely fastened together and adequately braced, as an alternate to the masonry construction. E. APPURTENANCE INSTALLATIONS Appurtenance items such as aprons, trash guards, gates and castings shall be installed where and as required by the Drawings and in accordance with such standard detail drawings or supplementary requirements as may be specified. Casting assemblies installed on manhole or catch basin structures shall be set in a full mortar bed and be adjusted to the specified elevation without the use of shims or blocking. All sealing surfaces shall be reasonably smooth, clean and free of any form offsets or excessive honeycomb. The top external portions of the manhole cone shall have a minimum 2 inch high vertical surface. The preparation of this vertical surface when none exists shall be in accordance with the frame seal manufacturer's instructions. The manhole frame shall be set to the required grade while sitting on the three 3/4 inch steel spacers which have been totally embedded in a course of mortar conforming to the requirements of 2.01G. F. SEWER SERVICE INSTALLATIONS Main sewer service connections and building service sewer pipe shall be installed as provided for in the Contract and as may be directed by the ENGINEER. The sewer service connections and pipe lines shall be installed in conformance with all applicable requirements of the main sewer installation and as more specifically provided for herein. The ENGINEER, with the assistance of the CONTRACTOR, shall keep accurate records of all service installations as to type, location, elevation, point of connection and termination, etc. This service record shall be maintained jointly by the CONTRACTOR and ENGINEER on forms provided by the ENGINEER. The service installations shall not be backfilled until all required information has been obtained and recorded. The main sewer service connection shall consist of installing a Branch Tee or Wye section in the main sewer line at designated locations or providing an insert type Saddle Tee in a pipe cutout where and as permitted or required in lieu of the built -in fitting. Orientation of service connection fitting shall be as shown in the standard drawings unless otherwise directed by the ENGINEER. Where the depth of cover over the main sewer invert is greater than 15 feet (or such other maximum as may be indicated), the service connection shall be extended upward by means of a Service Riser Section in accordance with the details shown in the standard drawings. Unless otherwise specified, service pipe shall be installed at right angles to the main sewer and at a straight line grade to the property line. The standard and minimum grades shall be a uniform 02530 -10 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc rise of one inch in four feet for sanitary service lines and one inch in eight feet for storm sewer service lines. These minimum grades may be reduced (by not more than one -half pitch) where the ENGINEER so approves in the case of restrictive elevation differences. Building service pipe lines shall generally be kept as deep as required to serve the building elevation and maintain the specified minimum pipe grades. Pipe bends shall be provided as necessary to bring the service lines to proper location and grade. Pipe bends shall not exceed 22- 1/2 degrees without approval of the ENGINEER. Unless otherwise indicated, service pipe installation shall terminate at property line or as designated on the Drawings, with a gasketed plug placed in the end, at which point the CONTRACTOR shall furnish and set a 4 x 4 inch wooden timber 6 feet to 8 feet in length embedded 4 feet below grade, or approved steel post to mark the exact end of pipe. The timber or post shall be set vertically, with the top 2 feet painted green. Wherever service line connections to the main sewer are permitted or required to be made by the open cut -out method in the absence of a built -in Tee or Wye fitting, the connection shall be made by using an approved type of Saddle Tee fitting. The pipe cut -out shall be made with an approved type coring machine or by other approved methods producing a uniform, smooth circular cut -out as required for proper fit. The cut -out discs shall be retrieved and shall not be allowed to remain within the main sewer pipe. The Saddle Tee shall be securely fastened to the main sewer pipe by means of epoxy resin or other approved adhesive. The entire connection fitting shall be encased in concrete to a minimum thickness of six inches and as may be shown in the standard drawings. Wherever service line connections to the main sewer are required to be made by means of built -in Branch Tee or Wye fittings, the CONTRACTOR shall, in the absence of such fitting, remove a section of the main sewer pipe and replace it with the required Branch Tee or Wye section connected by means of an approved sleeve coupling. Sanitary sewer service lines shall not be connected to a manhole at an elevation more than 24 inches above the crown of the outgoing sewer. Where the elevation difference is greater than 24 inches, the connection shall be made by means of an Outside Drop Connection in accordance with the details shown in the standard drawings. All pipe and fitting openings at temporary terminal points shall be fitted with suitable plugs or shall be bulkheaded as required for the main sewer pipe. G. MANHOLE AND SPECIAL STRUCTURES Manholes and other special access structures shall be constructed at designated locations as required by the Drawings and in accordance with any standard detail drawings or special design requirements. Unless otherwise specified or approved, manholes shall be constructed on cast -in -place concrete base and the barrel riser sections, cone section, and top adjusting rings shall all be of precast concrete. All units shall be properly fitted and sealed to form a completely watertight structure (use external chimney seal.) Barrel and cone height shall be such as to permit placement of at least two and not more than four standard two -inch precast concrete adjusting rings or as shown on the Drawing immediately below the casting assembly. Unless otherwise specified or approved, manholes shall have an inside barrel diameter at the bottom of 48 inches minimum and the inside diameter at the top of the cone section and all 02530 -11 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc adjusting rings shall be of the same size and shape as the casting frame. Casting assemblies shall be as specified in the Drawings. Concrete cast -in -place base shall be poured on undisturbed or firmly compacted foundation material which shall be trimmed to proper elevation. The bottom riser section shall be set in fresh concrete or mortar and all other riser section joints of the tongue and groove design shall be sealed with rubber gaskets. The concrete base under an outside drop connection shall be monolithic with the manhole base. H. SEWER ANTI- SEEPAGE COLLARS Sewer anti - seepage collars shall be installed at stationing shown on Drawings. Engineer reserves the right to modify installation locations based on field conditions. Anti - seepage collars shall be installed with a minimum of 12 inches extending into native soils beyond excavated trench extents. K. SANITARY SEWER LEAKAGE TESTING All sanitary sewer lines, including service connections, shall be watertight and shall be tested for leakage upon completion and before connections are made to the service. Each test section of the sewer shall be subjected to pressure testing, either by hydrostatic or air test method as described below and at the CONTRACTOR'S option. The requirements set forth for maximum leakage shall be met as a condition for acceptance of the sewer section represented by the test. If the ground water level is greater than three feet above the invert elevation of the upper manhole and the ENGINEER so approves, infiltration testing may be allowed in lieu of the pressure testing, in which case the allowable leakage shall be the same as would be allowed for the Hydrostatic Test. All testing shall be performed by the CONTRACTOR without any direct compensation being made therefore, and the CONTRACTOR shall furnish all necessary equipment and materials, including plugs and standpipes as required. 1. Air Test Method The pipeline shall be sealed with plug whose sealing length is greater than the diameter of the pipe and constructed in such a nature that it will not require external blocking or bracing and maintain a seal against the line's test pressure. All wyes, tees, outlets or ends of lateral streets shall be suitably capped and braced to withstand the internal pressures. Such caps or plugs shall be easily removable. One plug shall be tapped for the air supply hose and the return air pressure hose. The air supply hose, connected from the compressor to the plug shall be a throttling valve, bleeding valve and shut off valve for control. The air pressure tap shall have a sensitive pressure gauge, 0 to 10 psi range, protected by a gauge cock and a pressure relief valve set at 10 psi. In performing the test, air is added slowly to the pipeline until pressure inside the pipeline reaches 4.0 psi. If air is added too rapidly, the test accuracy will decrease because a 02530 -12 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc change in temperature also has an effect on the change in pressure. When the air pressure inside the pipeline reaches 4.0 psig above external hydrostatic pressure, the supply air is stopped. A minimum two - minute time interval is allowed for the temperature difference to stabilize before the actual test is performed. If the air pressure drops below 3.5 psig during this time interval, more air will be supplied to the pipeline and throttled to maintain a pressure between 3.5 psig and 4.0 psig for a minimum of two minutes after which time the supply air will be shut off. The portion of line being tested shall be accepted if the portion under test does not lose air at a rate greater than 0.0015 cfm per square foot (for PVC) or 0.003 cfm per square foot (for RCP) per internal pipe end area at an average pressure of 3.0 psig greater than any back pressure exerted by groundwater that may be over the pipe at the time of test. The test shall be accomplished by determining the time in minutes for the pressure to decrease from 3.5 psig to 3.0 psig greater than the average groundwater that may be over the pipe. That time shall not be less than the time shown on the given diameter in the following table: Pipe Diameter in Minutes for PVC Minutes for RCP Inches 4 1.9 1.0 6 2.8 1.4 8 3.8 1.9 10 4.7 2.4 12 5.7 2.9 15 7.1 3.4 18 8.5 4.3 21 9.9 5.0 24 11.3 5.7 If the pipeline fails to meet the requirements of the test, the CONTRACTOR shall, at their own expense, determine the source of leakage and then repair or replace all defective material and/or workmanship. In determining the pressure greater than the average groundwater, the groundwater height in feet above the pipeline must be measured. When the water elevation has been established, the height in feet above the pipeline shall be divided by 2.31 and that pressure added to gauge pressure of test. A table for converting water height to gauge pressure is as follows: Groundwater Level over Added Pressure to be Applied to Top of Pipeline Gauge Pressure Readings 1 foot 0.43 psig 2 feet 0.86 psig 3 feet 1.29 psig 4 feet 1.72 psig 5 feet 2.16 psig 02530 -13 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc 6 feet 2.59 psig 7 feet 3.01 psig 8 feet 3.44 psig 9 feet 3.87 psig 10 feet 4.30 psig 2. Hydrostatic Test Method After bulkheading the test section, the pipe shall be subjected to a hydrostatic pressure produced by a head of water at a depth of three feet above the invert elevation of the sewer at the manhole of the test section. In areas where ground water exists, this head of water shall be three feet above the existing water table. The water head shall be maintained for a period of one hour during which time it will be presumed that full absorption of the pipe body has taken place, and thereafter for an extended period of one hour the water head shall be maintained as the test period. During the one hour test period, the measured water loss within the test section, including service stubs, shall not exceed the Maximum Allowable Loss (in Gallons Per Hour per 100 Feet of Pipe) given below for the applicable Main Sewer Diameter. Main Sewer Diameter Maximum Allowable Loss* (In Inches) (In Gallons Per Hour Per 100 Feet) 6 0.5 8 0.6 10 0.8 12 1.0 15 1.2 18 1.4 21 1.7 24 & Larger 1.9 * Based on 100 Gallons Per Day Per Pipe Diameter Inch Per Mile If measurements indicate exfiltration within a test action section is not greater than the allowable maximum, the section will be accepted as passing the test. 3. Test Failure and Remedy In the event of test failure on any test section, testing shall be continued until all leakage has been detected and corrected to meet the requirements. All repair work shall be subject to approval of the ENGINEER. Introduction of sealant substances by means of the test water will not be permitted. Unsatisfactory repairs or test results may result in an order to remove and replace pipe as the ENGINEER considers necessary for test conformance. All repair and replacement work shall be at the CONTRACTOR'S expense. L. DEFLECTION TEST Deflection tests shall be performed on all plastic gravity sewer pipes. The test shall be conducted after the sewer trench has been backfilled to the desired finished grade and has been in place for 30 days. 02530 -14 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc The deflection test shall be performed by pulling a rigid ball or nine -point mandrel (MN /DOT Technical Memorandum 98- 24 -B -01 or latest revision) through the pipe without the aid of mechanical pulling devices. The ball or mandrel shall have a minimum diameter equal to 95% of the actual inside diameter of the pipe. The maximum allowable deflection shall not exceed five percent of the pipe's internal diameter. The line will be considered acceptable if the mandrel can progress through the line without binding. The time of the test, method of testing, and the equipment to be used for the test shall be subject to the approval of the ENGINEER All testing shall be performed by the CONTRACTOR at his expense without any direct compensation being made therefor, and he shall furnish all necessary equipment and materials required. M. TEST FAILURE AND REMEDY In the event of test failure on any test section, the section shall be replaced, with all repair work subject to approval of the ENGINEER. The replaced section shall be retested for leakage and deflection in conformance with the specifications contained herein. All repairs, replacement, and retesting shall be at the CONTRACTOR'S expense. N. TELEVISING Sewer line televising may be required by the ENGINEER, at the cost of the CONTRACTOR, if visual inspection, leakage testing, or deflection testing indicate the sewer has not been constructed in accordance with these specifications and the requirements of the Drawings, Specifications, and Special Provisions. ** *END OF SECTION * ** 02530 -15 Sewer T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02530_Sewer.doc SECTION 02540 WATERMAIN CONSTRUCTION PART 1 — GENERAL 1.01 SUMMARY A. This work shall consist of the construction of the watermains, hydrants, and other appurtenances in accordance with the Drawings and these Specifications, except as modified by the General Conditions or the Supplemental Conditions. All work shall comply with the requirements of the Minnesota Department of Health, the Minnesota Plumbing Code and all applicable codes and ordinances. B. The materials used in this work shall be new, conforming to the requirements of the referenced specifications for class, kind, type, size, and grade of material as specified below, and other details indicated in the Standard Requirements. 1.02 REFERENCES A. All references to MN /DOT specifications, other specifications, standards or designations such as ASTM, ANSI, AWWA, shall mean the latest published edition available on the date of the project Drawings. B. CEAM Specificatoions C. Standard Specifications for Construction, State of Minnesota Department of Transportation, latest edition with supplements (MN /DOT). 1.03 SUBMITTALS A. Submit in accordance with Section 01300 — SUBMITTALS. B. Submit shop drawings including layout, materials, and dimensions for: piping connections; controls; environmental Class and Division rating; and other pertinent data not specifically mentioned here. C. Manufacturer's certificates indicating conformance test results of furnished material to Specifications. D. Provide information where applicable as follows: 1. Manufacturer's name. 2. Nominal pipe size. 3. Ductile Iron Pipe (DIP) or Poly vinyl chloride (PVC) pipe classification. 4. Use for each type and size of pipe. 5. Extrusion date. 6. Lot number. E. Stock density, melt flow, flexural modulus tensile strength, coloration, resin type and cell classification where applicable. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -1 Watermain Construction F. Provide instructions on special handling during transportation and storage. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Handle and protect product to ensure product is not damaged. B. Pipe shall be tarped during transportation and storage. C. Provide protection for flanges, fittings, joints, linings, coatings, and sleeves by storing inside or packaging with impermeable opaque material. D. Source quality control. 1.05 MEASUREMENT AND PAYMENT A. CLASS 52 DUCTILE IRON PIPE WATERMAIN Measurement and payment shall be by the contract price per linear foot installed and shall include compensation in full for excavation, backfill, soil compaction, installed insulation and trace wire, and shaping to original grade and meeting the requirements of Section 02540, 3.05 and 3.06. B. PVC WATERMAIN Measurement and payment shall be by the contract price per linear foot installed and shall include compensation in full for excavation, backfill, soil compaction, installed insulation and trace wire, and shaping to original grade and meeting the requirements of Section 02540, 3.05 and 3.06. C. HYDRANT ASSEMBLY Measurement and payment for hydrant assemblies shall be by the contract unit price per each and shall include hydrant, 6" DIP water service, 0.5 cubic yard of coarse filter aggregate, gate valve, valve box, concrete reaction blocks and guard posts. D. GATE VALVE ASSEMBLY Measurement and payment for gate valve shall be by the unit contract price per each and shall include gate valve, valve box, concrete reaction blocks, Gate Valve Markers (per detail). E. DUCTILE IRON FITTINGS Measurement and payment shall be incidental to the watermain pipe, valve or hydrant assembly installation. M:1101IILIgo11ZT91 04161 a .119W Measurement and payment for collars shall be by the unit contract price per each properly installed. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -2 Watermain Construction PART 2 — PRODUCTS 2.01 WATERMAIN — DUCTILE IRON A. DUCTILE IRON PIPE Ductile iron pipe for watermains shall be Class 52 for pipe less than 12 inches in diameter, Class 50 for pipe 12 inches or larger in diameter, and shall conform to the requirements of AWWA C151 (ANSI A21.51). B. FITTINGS Fittings shall be Gray Iron or Ductile Iron, manufactured in the United States, having a minimum working pressure rating of 150 psi, and shall conform to the requirements of AWWA C110 (ANSI A21.10), Ductile Iron and Gray Iron Fittings or AWWA C153 (ANSI 21.53), Ductile -Iron Compact Fittings. Couplings shall be gray iron or ductile iron, in accordance with fitting requirements above. Carbon steel couplings and sleeves shall not be used. C. TAPPING SLEEVES Tapping sleeves shall be Smith -Blair 622 or 662, as shown in the table below, or approved equal. Branch Existing Pipe Size Pipe Size 6 -inch 8 -inch 10 -inch 12 -inch 16 -inch 20 -inch 24 -inch 6 -inch 662 662 662/622 662/622 622 622 622 8 -inch 662 662 662/622 662/622 622 622 622 10 -inch 662/622 662/622 662 662 622 622 622 12 -inch 662/622 662/622 662 662 622 622 622 Model 622 shall have the following characteristics. Body shall be 3/8 -inch carbon steel ASTM 285, Grade A. Flange shall be AWWA C207 Class D, ANSI 68 -kg drilling. Gasket shall be Grade 60 concave wedge gasket. Bolts and nuts shall be high strength low alloy steel, AWWA C111, ANSI A21.11. Model 662 shall have the following characteristics. Body shall be full circumference band, 18 -8 type 304 stainless steel. Flange shall be AWWA C207 Class D, ANSI 68 -kg drilling, epoxy coated finish. Gasket shall be Grade 60 concave wedge gasket. Bolts and nuts shall be 18 -8 type 304 stainless steel. D. LINING AND COATING All pipe and fittings shall be furnished with cement mortar lining meeting the requirements of AWWA C104 (ANSI A21.4) for standard thickness lining. All interior and exterior surfaces of the pipe and fittings shall have a tar or bituminous seal coating at least one mil thick. Spotty or thin seal coating, or poor coating adhesion, shall be cause for rejection. E. JOINTS TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -3 Watermain Construction Pipe three inches and larger in diameter shall have push -on joints. Fittings shall have mechanical joints. The rubber gasket shall conform to AWWA C111 (ANSI A21.11). Restrained push -on joints shall be as applies to each pipe manufacturer. U.S. Pipe's TR Flex, Clow's Push -On Restrained Joint, American's Lok Fast, or ENGINEER approved equal. Restrained mechanical joints shall be Series 1100 Megalug retainer glands by EBAA Iron or equal. When using threaded rods as restraints, they shall be sized as listed below. Pipe Size Number of Rods Rod Size 4 -inch 2 3/4 -inch 6 -inch 2 3/4 -inch 8 -inch 4 3/4 -inch 10 -inch 4 3/4 -inch 12 -inch 6 3/4 -inch 16 -inch 8 3/4 -inch 18 -inch 10 3/4 -inch 24 -inch 12 3/4 -inch F. ELECTRICAL CONDUCTIVITY Copper straps shall be welded or otherwise permanently affixed to each pipe or appurtenance to provide a positive means of conveying electricity from pipe or fitting, to pipe or fitting. Conductive pipe gaskets may be used on pipe -to -pipe connections if approved by the ENGINEER. Size and method of affixing strap shall be subject to the approval of the ENGINEER and shall be sufficient to meet or exceed the criteria for conductivity testing set forth in this specification. G. WATERMAIN ANTI - SEEPAGE COLLARS Watermain anti - seepage collars shall be AgriDrain Anti -Seep CollarsTM, or approved equal. Collars shall be sized according to granular bedding installed. 2.02 WATERMAIN — PVC A. POLYVINYL CHLORIDE PIPE Polyvinyl chloride pipe (PVC) for Watermain shall conform to AWWA C900 for pipe 4" through 12" diameter, and shall conform to AWWA C905 for pipe 14" or larger in diameter. Pipes 4" through 12" in diameter shall have a minimum dimension ratio (DR) of 18 corresponding to a working pressure of 150 psi for PVC type 1120 pipe. Pipe 14" or larger in diameter shall have a minimum dimension ratio (DR) of 25 corresponding to a working pressure of 165 psi for PVC type 1120 pipe. Fittings: Fittings shall be Gray Iron or Ductile Iron, manufactured in the United States, having a minimum working pressure rating of 150 psi, and shall conform to the requirements of AWWA C110 (ANSI A21.10), or AWWA C 15 3 (ANSI 21.53) Ductile -Iron Compact Fittings. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -4 Watermain Construction Joints: Joints in plastic pipe shall be bell -end elastomeric- gasket type. 3. Restraints: Restraints for C900 and C905 PVC pie shall be Megalug Series 2000 PV, Uni- Flange Series 1300, 1350, 1390 as may apply or equal. Restraints shall be manufactured in the United States. 4. Trace Wire: See Section 16690 2.03 FIRE HYDRANTS A. Fire hydrants shall be a Pacer Model WB 100 -250 as manufactured by Waterous Company, and shall conform to AWWA C502. The hydrants shall be rated for high pressure use. B. Hydrants shall be furnished in conformance with the following supplementary requirements: Five -inch (nominal diameter) main valve opening of the type that opens against water pressure with a pentagonal operating nut with one -inch sides (nominal 1.5 inches from point of pentagon to opposite side), and opening counterclockwise (left). Barrels shall be one piece with a traffic safety flange above finished grade. There shall be approximately 21 inches from the flange to the center of the nozzles, and each hydrant shall have a mechanical joint connection at the hub end for joining a 6" ductile iron branch pipe. Hydrant bury depth, measured from the top of the branch pipe connection to the finished ground line at the hydrant, shall be 8' -6 ". 4. Hydrants shall have two outlet nozzles for 2 1/2 inch (I.D.) hose connection and one outlet nozzle for 4 -1/2 inch (I.D.) pumper connection. Threads shall conform to NFPA No. 194 (ANSI B26) and shall be: hose connection- 7 -1/2 threads per inch, 3.062" nominal outside diameter (National Standard Thread); pumper connection -4 threads per inch, 5.750" nominal outside diameter (National Standard Thread). Nozzle caps shall be nut type with chain. 5. Hydrant operating mechanisms shall be provided with "O" ring seals preventing entrance of moisture and shall be lubricated through an opening in the operating rut or bonnet. 6. Drain holes shall be left open unless indicated otherwise, if so indicated the hydrant shall be tagged "Pump After Use ". 7. The CONTRACTOR shall provide the OWNER with one hydrant wrench for every ten (10) hydrants supplied or portion thereof. Cost of the wrenches shall be incidental to the project. Every fire hydrant shall be supplied with a Hydra Finder five foot (5') location flag. One extra hydrant location flag shall be provided for every four hydrants. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -5 Watermain Construction C. Guard posts shall be installed where specified on the drawings, according to details, and shall be: 1. Constructed of steel not less than 6 inches in diameter and concrete filled. 2. Spaced not more than 4 feet between centers. 3. Set not less than 3 feet deep in a concrete footing of not less than a fifteen -inch diameter. 4. Set with the top of the post not less than 3 feet above the ground. 5. Located not less than 3 feet from the hydrant outlet in a manner so as to provide optimum protection of the hydrant and not obstruct the use of the hydrant. 2.04 VALVES A. Six -inch to twelve -inch valves shall be resilient seated gate valves. Valves larger than twelve inches shall be butterfly. Tapping tees shall have resilient seated gate valves. All valves shall be for buried service. B. BUTTERFLY VALVES: Butterfly valves shall be manufactured in the United States, and shall conform to the requirements of AWWA C504 and the following requirements: 1. Working pressure rating of 150 psi minimum. 2. Two inch square operating nut opening counterclockwise (left). 3. Double "O" ring or split V type stem seal. 4. Traveling nut type operator permanently sealed and lubricated. 5. Manufacturers: Dresser, Pratt, or ENGINEER approved equal. C. GATE VALVES Gate valves shall be manufactured in the United States and shall conform to AWWA C509 for Resilient Seated Valves and with the following supplementary requirements: 1. Working pressure rating of 200 psi for all sizes. 2. Two inch square operating nut opening counterclockwise (left). 3. Double "O" ring stem seal, one above and below the stem seal. 4. Weather seal on bonnet cover. 5. Non - rising stem. 6. Mechanical joints. 7. Manufacturers: American, Mueller, Kennedy, or ENGINEER approved equal. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -6 Watermain Construction D. VALVE BOXES Valve boxes shall be 5 -1/4" diameter shaft suitable for 7' -6" of cover over the top of the Watermain. Boxes shall be cast iron screw type two piece boxes with the word "WATER" on the lid. Valve boxes shall be manufactured in the United States. Valve boxes shall be Tyler 6850 with 5 -1/4" drop lid, or equal. Valve Box Extension Stem: Provide each gate valve with a one- or two -piece shaft, adjustable extension stem. Extension stem shall be provided with a coupling for use with non - rising stem valves. Extension stem shall be supported at the upper end. Length of extension stem shall bring the top of the square wrench nut to within six to twelve inches from the top of the valve box lid. Non - rising extension stem shall be Mueller A- 26441, or equal. Extension stem shall be manufactured by Mueller or approved equal. E. WATER SERVICE PIPE AND APPURTENANCES Pipe: Water service pipe with inside diameter larger than 2 inches shall conform to the requirements of Ductile Iron Pipe. Water service pipe 1 to 2 inches inside diameter shall be Type K, seamless copper water tubing, soft annealed temper and conform to the requirements of ASTM B 88. Appurtenances: a. Corporation Stop: For use with flared copper service pipe, and the inlet threaded with the standard AWWA taper thread. b. Curb Stop: For use with flared copper service pipe both ends, inverted key, and Minneapolis pattern. c. Curb Box: Minneapolis pattern base, 78 " -81" stationary rod, 12 inch box adjustment from 7' to 8', lid with pentagon plug, and 1 -1/4" I.D. upper section. d. Service Saddle: Double strap bronze stainless steel type. Service saddle shall be Cascade Style CSC -2, Smith -Blair nylon coated Style 317, Ford Style FS 303, or approved equal. e. Wrenches and Keys: The CONTRACTOR shall provide the OWNER with one 3' curb box shutoff rod and pentagon key for every 20 curb boxes supplied or portion thereof; minimum of 3. Cost of keys shall be incidental to the project. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -7 Watermain Construction f. Manufacturers: Service Appurtenance Diameter Manufacturer's Number Mueller McDonald Ford Corporation Stop 1" - 2" H -15000 4701 F -600 Curb Stop 1" — 2" Mark II Oriseal H -15154 6104 B22- 333M -3/4" B22- 444M -1" B22-666M-1-1/2" B22- 777M -2" Curb Box 1" H -10300 5614 1 1/2" — 2" H- 10300 /H -10344 5615 Shutoff Rod H -10321 305 [Pentagon Key H -10325 304K I. GRANULAR MATERIALS Granular materials furnished for foundation, bedding, encasement, backfill, or other purposes shall be as specified in Section 02320 of this Specification. Granular Material Use Designation: Granular materials provided for Foundation, Bedding, Encasement, or Backfill use as required by the Contract; either as part of the pipe item work unit or as a BID item, shall be classified as to use in accordance with the following: Material Use Designation Zone Designate Granular Foundation — Placed below the bottom of pipe grade as replacement for unsuitable or unstable soils, to achieve better foundation support. Granular Bedding — Placed below the pipe midpoint, prior to pipe installation, to facilitate proper shaping and achieve uniform pipe support. Granular Encasement — Placed from pipe midpoint to one foot above the top of pipe, after pipe installation, for protection of the pipe and to assure proper filling of voids and thorough consolidation of backfill. Granular Backfill — Placed below subgrade, if any, as the second stage of backfill, to minimize trench settlement and provide support for surface improvements. In each case above, unless otherwise indicated, the lower limits of any particular zone shall be the top surface of the next lower course as constructed: The upper limits of each zone are established to define variable needs for material gradation and compaction or void content, taking into consideration the sequence of construction and other conditions. The material use and zone designations described above shall not be construed to restrict the use of any particular material in other zones where the gradation requirements are met. INSULATION Insulation shall be DOW Styrofoam HI -40, Minnesota Diversified Products Certifoam brand insulation or equal. Main insulation shall be extruded rigid board material having a maximum thermal conductivity of 0.23 BTU /hour /square foot /degree Fahrenheit per inch thickness, at 40 °F mean, a compressive strength of 35 psi minimum, and water absorption of 0.25 percent by volume maximum. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -8 Watermain Construction Unless otherwise specified in the Drawings, Specifications, and Specific Requirements, board dimensions shall measure 8 feet long; 4 feet wide, and 1 -1/2 inches thick or greater. PART 3 — EXECUTION 3.01 MAINTENANCE A. Maintenance of the project site, and any other area affected by construction, shall be in accordance with MN/DOT specifications, including sections such as: • Maintenance of Traffic • Maintenance During Construction • Control of Haul Roads • Minnesota Manual on Uniform Traffic Control Devices B. Maintenance of streets and any detours, by- passes, equipment, stockpile, or storage areas provided in conjunction with the project shall be required and shall be the responsibility of the CONTRACTOR. Said maintenance shall include but not be limited to keeping the streets free of obstacles, parked equipment, and unused barricades, blading the traveled ways, controlling the dust in the construction area and on detours, and maintenance of all barricades and flashers. C. The CONTRACTOR shall keep the portions of the project being used by public traffic, whether it be through or local traffic, in such condition that the traffic will be adequately accommodated at all times. The CONTRACTOR shall provide and maintain temporary approaches, crossings, and intersections with trails, roads, streets, businesses, parking lots, residences, garages, farms, and other abutting property in acceptable condition. D. The CONTRACTOR shall maintain essential services during the course of the project. Essential services shall include emergency vehicles, buses, mail delivery, garbage collection, drainage, and public OWNER services. The CONTRACTOR shall coordinate his work with all appropriate agencies and OWNER companies during construction. E. During construction it shall be the CONTRACTOR'S responsibility to see that all existing drainage structures, ditches, gutters, and utilities in the working area are kept clean. Gutters shall be cleaned and free of dirt and other materials at the end of each working day to ensure proper drainage. Bales, silt fence, or other erosion control measures acceptable to the ENGINEER shall be used to prevent materials from washing into drainage ways or storm sewers. F. There shall be an inspection of any existing sanitary sewer, storm sewer, and watermain utilities prior to the start of construction. The CONTRACTOR shall notify the ENGINEER 24 hours in advance to aid in accomplishing this inspection. Deficiencies in these existing systems prior to beginning construction must be immediately brought to the attention of the ENGINEER. TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -9 Watermain Construction G. During construction, the CONTRACTOR shall maintain the streets and control dust as directed by the ENGINEER. Dust control shall be provided in the same manner to stockpiles of topsoil, dirt, or other materials throughout the period of construction. 3.02 WORK LIMITS A. The OWNER shall obtain permanent and temporary easements for all construction on private property. B. Work shall be completed within `limits of construction' shown on Drawings. C. The CONTRACTOR is allowed to make separate arrangements with the landowner for the use of additional land at no cost to OWNER. D. Work on Existing Right -of -Ways: In the case of construction on a railroad, state, or county highway right -of -way, a permit for such construction will be obtained by the OWNER. The CONTRACTOR shall comply with all requirements specified by the permit with respect to limits, safety precautions, traffic control, method of construction, etc., and shall furnish to the state or county highway department or the railroad the required supplemental bonds or insurance coverage's as stipulated in the permits without additional cost to the OWNER. 3.03 ESTABLISHING LINE AND GRADE A. Refer to Section 01050 — FIELD ENGINERING. B. Unless otherwise specified in the Drawings; Specifications, and Specific Requirements, all watermain shall generally be placed with T -6" of cover. However, a greater depth may be required to clear storm and sanitary sewers and sewer services, and no additional compensation shall be provided for such adjustments. C. In certain locations where watermain is in direct conflict with storm or sanitary sewer, the watermain shall be constructed under the sewer. Where it is necessary to use vertical bends to avoid sewer mains, no extra compensation will be made for this construction with the exception of payment for fittings used. D. No deviation shall be made from the required line or grade except with the consent of the ENGINEER. E. In areas of conflict between watermains, house sewers, storm sewers, or sanitary sewers, a separation of at least 18 inches between the watermain and the sewer shall be provided. When local conditions prevent a vertical separation as described, the following construction shall be used: 1. Sewers passing over or under watermains shall be constructed of material equal to watermain standards of construction for a distance of at least 9 feet on either side of the watermain. 2. Sewers passing over or under watermains shall be constructed of material equal to watermain standards of construction for a distance of at least 9 feet on either side of the watermain. a. Adequate structural support for the sewers to prevent excessive deflection of joints and settling on and breaking of the watermains; and TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -10 Watermain Construction b. That the length of water pipe be centered at the point of crossing so that the joints will be equidistant and as far as possible from the sewer. Watermains shall be laid at least 10 feet horizontally from any sanitary sewer, storm sewer or sewer manhole, whenever possible. When local conditions prevent a horizontal separation of 10 feet a watermain may be laid closer to a storm or sanitary sewer provided that: a. The bottom of the watermain is at least 18 inches above the top of the sewer. b. Where this vertical separation cannot be obtained, the sewer shall be constructed of materials and with joints that are equivalent to watermain standards of construction and shall be pressure tested to assure water tightness prior to backfilling. 3.04 INTERFERENCE OF UNDERGROUND STRUCTURES A. When underground structures interfere with the planned placement of pipe or appurtenances and requires alterations in the work to eliminate the conflict or avoid endangering effects on either the existing or proposed facilities, the CONTRACTOR shall immediately notify the OWNER and the ENGINEER of the affected structures. When any existing facilities are endangered by the CONTRACTOR'S operations; the CONTRACTOR shall cease operations at the site and take such precautions as may be necessary to protect the in -place structures until a decision is made as to how the conflict will be resolved. B. Without specific authorization from the OWNER, no essential OWNER service shall be disrupted, nor shall any change be made in either the existing structures or the planned installations to overcome the interference. Alterations to existing facilities will be allowed only when that service will not be curtailed unavoidably and then only when the encroachment or relocation will satisfy all applicable regulations and conditions. C. No extra compensation will be allowed for delays caused by the interference of underground structures unless approved by the ENGINEER and included in a change order. 3.05 EXCAVATION AND TRENCH PREPARATION A. Excavating operations shall proceed only so far in advance of pipe laying as will satisfy the needs for construction of work and permit advance verification of unobstructed line and grade as planned. Where interference with existing structures is possible or in any way indicated, and where necessary to establish elevation or direction for connections to in- place structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. B. Installations shall be accomplished by open trench construction except where boring and jacking or tunnel construction methods shall be employed as specifically required by the Project Manual. Surface structures must be properly supported and the backfill restored to the satisfaction of the ENGINEER. C. The excavation operations shall be conducted to carefully expose in -place underground structures without damage. Wherever the excavation extends under or approaches close to an existing structure as to endanger it in any way, precautions and protective measures TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -11 Watermain Construction shall be taken as necessary to preserve the structure and provide temporary support. Hand methods of excavating shall be utilized to probe for and expose such critical or hazardous installations as gas pipe and power or telephone cables. Classification and Disposition of Materials: Materials encountered in the excavations, with the exception of items classified for payment as structure removals, will be considered as Unclassified Excavation. Unclassified materials shall include muck, rubble, wood debris, boulder stone, masonry or concrete fragments less than one (1) cubic yard in volume, together with other miscellaneous matter that can be removed effectively with power operated excavators. a. Excavated materials will be classified for reuse as being either Suitable or Unsuitable for backfill or other specified use, subject to selective controls. Suitable materials shall be reserved for backfill to the extent needed, and surplus remaining shall be utilized for other construction on the project. To the extent practical, granular materials and topsoil shall be segregated from other materials during the excavating and stockpiling operations so as to permit best use of the available materials at the time of backfilling. b. Excavated materials reserved for backfill or other use on the project shall be stored at designated locations that will cause a minimum of nuisance or inconvenience to public travel, adjacent properties, and other special interests. The material shall not be deposited so close to the edges of the excavations as would create hazardous conditions, nor shall material be placed so as to block the access to emergency services. Materials considered unsuitable or excess for use on the project, shall be immediately removed from the project and be properly disposed by the CONTRACTOR. Excavation Limitations and Requirements: Trench excavating shall be to a depth that will permit preparation of the foundation, as specified, and installation of the pipeline and appurtenances at the prescribed line and grade except where alterations are specifically authorized. Trench widths shall be sufficient to permit the pipe to be laid and joined properly and the backfill to be placed and compacted as specified. Extra width shall be provided as necessary to permit convenient placement of sheeting and shoring and to accommodate placement of appurtenances. a. Excavations shall be extended below the bottom of structure grade as necessary to accommodate any required Granular Bedding material. When unstable foundation materials are encountered at the established grade, additional materials shall be removed as specified or ordered by the ENGINEER to produce an acceptable foundation. Excavations below grade shall be to a minimum width equal to the outside pipe diameter plus two (2) feet. b. Where no other grade controls are indicated or established for the pipeline, the excavating and foundation preparations shall provide a minimum cover over the top of the pipe of T -6" to the proposed final grade as indicated on the Drawings. C. Trench widths shall allow for at least six inches of clearance on each side of the joint hubs. The maximum allowable width of the trench at the tap of pipe level shall be the outside diameter of the pipe plus two (2) feet, subject to the considerations for alternate pipe loading set forth below. The width of the trench at the ground surface shall be held to a minimum to prevent unnecessary destruction of the surface structures while maintaining safe working conditions. d. The maximum allowable trench width at the level of the top of pipe may be exceeded only by approval of the ENGINEER, after consideration of pipe TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -12 Watermain Construction strength and loading relationships. Alternate proposals made by the CONTRACTOR shall be in writing, giving the pertinent soil weight data and proposed pipe strength alternate, and shall be made in a timely manner so as not to delay the project. Approval of alternate pipe designs shall be with the understanding that there will be no extra compensation will be allowed for any increase in material or construction costs. Sheeting and Bracing Excavations: Excavations shall be sheeted, shored, and braced as necessary to meet all requirements of the applicable safety codes and regulations; comply with any specific requirements of the Contract; and prevent disturbance or settlement of adjacent surfaces; foundations, structures, utilities, and other properties. Any damages to the work under contract or to adjacent structures or property caused by settlement, water or earth pressures, slides, cave -ins, or other causes due to failure or lack of sheeting, shoring, or bracing or through negligence or fault of the CONTRACTOR in any manner shall be repaired by the CONTRACTOR at his expense and without delay. a. Where conditions warrant extreme care, the CONTRACTOR shall exercise special precautions to protect life or property. This may include the installation of sheet piling of the interlocking type or shall include other safety measures be taken as the CONTRACTOR deems necessary. The CONTRACTOR shall at all times be responsible for protection of life, property, and the work on the prof ect. b. The CONTRACTOR shall assume full responsibility for proper and adequate placement of sheeting, shoring, and bracing, wherever and to such depths that soil stability may dictate the need for support to prevent displacement. Bracing shall be so arranged as to provide ample working space and so as not to place stress or strain on the in -place structures to any extent that may cause damage. C. Sheeting, shoring and bracing materials shall be removed only when and in such manner as will assure adequate protection of the in -place structures and prevent displacement of supported grounds. Sheeting and bracing shall be left in place only as required by the Contract. Otherwise, sheeting and bracing may be removed as the backfilling reaches the level of respective support. Wherever sheeting and bracing is left in place, the upper portions shall be cut and removed to an elevation of three (3) feet or more below the established surface grade or as the ENGINEER may direct. d. Costs of furnishing, placing and removing sheeting, shoring and bracing materials, including the value of materials left in place as required by the Contract, shall be included in the prices bid for pipe installation and will not be compensated for separately. When any sheeting, shoring, or bracing materials are left in place by written order of the ENGINEER, payment may be made for those materials as an extra work item, including waste material resulting from upper cut -off requirements. 4. Preparation and Maintenance of Foundations: Foundation preparations shall be conducted to produce a stable foundation and provide continuous and uniform pipe bearing between bell holes. Where MN /DOT Class C bedding is specified, the initial excavating or backfilling operations shall produce a subgrade level slightly above finished grade to permit hand shaping to finished grade by trimming of high spots and without the need for filling of low spots to grade. a. In excavations made below grade to remove unstable materials, the backfilling to grade shall be made with Granular Foundation material. Placement of the TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -13 Watermain Construction backfill shall be in relatively uniform layers not exceeding eight (8) inches in loose thickness. Each layer of backfill shall be compacted thoroughly, by means of approved mechanical compaction equipment, to produce uniform pipe support throughout the full pipe length and facilitate proper shaping of the pipe bed. b. Where the foundation soil is found to consist of materials unstable as to preclude removal and replacement to a reasonable depth to achieve solid support, a suitable foundation shall be constructed in the absence of special requirements therefore in the Contract. The CONTRACTOR shall be required to furnish and drive piling and construct concrete or timber bearing supports or other work as provided for in an extra work order. C. Care shall be taken during final subgrade shaping to prevent any over - excavation. Should any low spots develop, they shall only be filled with Granular Foundation material, which shall be compacted thoroughly, without additional compensation provided to the CONTRACTOR. The finished subgrade shall be maintained free of water and shall not be disturbed during pipe lowering operations except as necessary to remove pipe slings. The discharge of trench dewatering pumps shall be directed to natural drainage channels or storm water drains in a manner which does not cause damage to private or public property. Debris left by dewatering operations shall be cleaned up immediately by the CONTRACTOR. Draining trench water into sanitary sewers or combined sewers will not be permitted. d. The CONTRACTOR shall install and operate a dewatering system of wells or points to maintain pipe trenches free of water wherever necessary to meet the intent of these specifications. Unless otherwise specified in the Project Manual, such work shall be considered incidental with no additional compensation provided therefore. e. Costs of excavating below grade and placing foundation or bedding aggregates as required shall be included in the bid prices for pipe items to the extent that the need for such work is indicated in the Contract provisions and the BID does not provide for payment therefore under separate BID items. f. If examination by the ENGINEER reveals the need for placement of foundation aggregates was caused by the CONTRACTOR'S manipulation of soils in the presence of excessive moisture or lack of proper dewatering, the cost of the corrective measures shall be borne by the CONTRACTOR. T:\2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -14 Watermain Construction 3.06 INSTALLATION OF PIPE AND FITTINGS A. Inspection, handling, and aspects of the installation of pipe, services, and appurtenances shall be in accordance with the applicable sections of the AWWA specifications, the manufacturer's recommendations, and as supplemented as follows. Inspection and Handling: Proper and adequate implements, tools, and facilities shall be provided and used by the CONTRACTOR for the safe and convenient prosecution of the work. Unloading, distribution, and storage of pipe and appurtenant materials on the job site shall be at a designated location. Materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fittings; preclude contamination of interior areas; and to avoid jolting contact, dropping or dumping. a. Before being lowered into laying position, the CONTRACTOR shall make a thorough visual inspection of each pipe section and appurtenant units to detect damage or unsound conditions that may need corrective action or be cause for rejection. Inspection procedure shall be as approved by the ENGINEER, with special methods being required as deemed necessary to check out suspected defects more definitely. The CONTRACTOR shall inform the ENGINEER of any defects discovered and the ENGINEER will prescribe the required corrective action or order rejection. b. Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repairs as needed. Pipe Laying Operations: Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper laying and joining of the units at the prescribed grade and alignment without unnecessary deviation or hindrance. a. Foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench and they shall be kept clean by approved means during and after laying. The sewer watermain materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped into the trench. b. At the time of pipe placement, the bedding conditions shall be such as to provide uniform and continuous support for the pipe between bell holes. Bell holes shall be excavated as necessary to make the joint connections, but they shall be no larger than would be adequate to support the pipe throughout its length. No pipe material shall be laid in water or when the trench nor bedding conditions are otherwise unsuitable or improper. C. When placement or handling precautions prove inadequate, in the ENGINEER'S opinion, the CONTRACTOR shall provide and install suitable plugs or caps effectively closing the open ends of each pipe section before it is lowered into laying position, and they shall remain so covered until removal is necessary for connection of an adjoining unit. It shall be the sole responsibility of the CONTRACTOR for the removal of any debris found in the watermain at any time during the project. d. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material, which shall be thoroughly compacted by tamping around the pipe. TA2294- Corcoran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -15 Watermain Construction e. Connection of pipe to existing or previously constructed lines shall be accomplished as shown in the Drawings or as otherwise approved by the ENGINEER. f. At times when pipe laying is not in progress, including noon hour and overnight periods, open ends of the pipe line shall be closed by watertight plugs or other means approved by the ENGINEER. If water is present in the trench, the seals shall remain in place until the trench is pumped completely dry. g. Unless otherwise noted in the Specific Requirements, MN /DOT Class B pipe bedding shall be used for PVC watermain and MN /DOT Class C pipe bedding shall be used for Ductile Iron watermain. 3. Watermain anti - seepage collars shall be installed at stationing shown on Drawings. ENGINEER reserves the right to modify installation locations based on field conditions. Anti - seepage collars shall be installed with a minimum of 12 inches extending into native soils beyond excavated trench extents. B. DUCTILE IRON PIPE JOINTS Push -On Joints: The circular rubber gasket shall be flexed inward and inserted in the gasket recess of the bell socket. A thin film of approved gasket lubricant shall be applied to either the inside surface of the gasket or the outside surface of the spigot end. Care shall be taken to prevent introduction of contaminants. The joint shall be completed by forcing the spigot end to the bottom of the socket by the use of suitable pry bar or jack type equipment. Spigot ends which do not have depth marks shall be marked before assembly to insure full insertion. Field cut pipe shall be filled or ground at the spigot edge to resemble the manufacturer's fabricated detailing. The use of the bucket on the excavation equipment shall not be used to force pipe into socket. Mechanical Joints: The last eight inches of the outside spigot surface and the inside bell surface of each pipe and appurtenance joint shall be painted with a soap solution, after being thoroughly cleaned. The cast iron gland shall then be slipped on the spigot end with the lip extension toward the socket or bell end. The rubber gasket shall be painted with soap solution and be placed on the spigot end with the thick edge toward the gland. An approved lubricant provided by the pipe manufacturer may be used in lieu of the soap solution. After the spigot end is inserted into the socket to full depth and centered, the gasket shall be pressed into place within the bell evenly around the entire joint. After the gland is positioned behind the gasket, all bolts shall be installed and the nuts tightened alternately to the specified torque, such as to produce equal pressure on all parts of the gland. Unless otherwise specified, the bolts shall be tightened in accordance with AWWA C- 600 by means of a suitable torque - limiting wrench within a foot -pound range of- Pipe Size (Inch) Bolt Size (Inch) Torque (ft -lb) 3 % 45 -60 4 -24 3/4 75 -90 30 -36 1 100 -120 TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -16 Watermain Construction After tightening, exposed parts of the bolts and nuts shall be completely coated with an approved bituminous rust preventive coal tar material such as Koppers, Bitumastic Super Service Black or Tnemec 46 -457 Tnemecol. 3. Aligning and Fitting of Pipe: The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe and shall leave a smooth square -cut end. Pipe shall be cut with approved mechanical cutters. Wherever it is necessary to deflect the pipe from a straight line either in the vertical or horizontal plane, to avoid obstructions, plumb stems, or produce a long radius curve when permitted, the amount of deflection allowed at each joint shall not exceed the allowable limits for maintaining satisfactory joint seal as given in AWWA C600 for mechanical joints and push -on joints, or as otherwise allowed by the pipe manufacturer. 101 01 so MOKKINI M1114i"'lfl Pipe Size (Inch) Deflection Angle (Degrees- Minutes) Offset (Inch) Radius (Feet) 18' pipe 20' pipe 18' pipe 20' pipe 3 -4 80 18' 31 35 125 140 6 70 7' 27 30 145 160 8 -12 50 21' 20 22 195 220 14 -16 30 35' 13.5 15 285 320 18 -20 30 00' 11 12 340 380 24 -30 20 23' 9 10 450 500 PUSH -ON JOINT Pipe Size (Inch) Deflection Angle (Degrees) Offset (Inch) Radius (Feet) 18' pipe 20' pipe 18' i e 20' pipe 3 -12 50 19 21 205 230 14 -36 30 11 12 340 380 4. Blocking and Anchoring of Pipe: Plugs, caps, tees, bends, and other thrust points shall be provided with suitable restraining devices, in accordance with the Project Manual. The following provisions shall apply for reaction blocking or restraining devices. Megalug type restraining devices shall be used unless other suitable restraining devices or reaction blocking have been approved by the ENGINEER. a. Megalug Series 1100 Retainer glands for ductile -iron watermain, Megalug Series 2000PV retainer glands for PVC watermain, or rodding shall be used for joint restraint on horizontal and vertical bends exceeding 20 degrees deflection, and caps, plugs, branch tees, crosses, valves at the end of a line, hydrant valves, and hydrants. Restrained joints cast onto the pipe by the manufacturer such as Lok- Fast, TR Flex, and Push -On Restrained Joints will be considered equivalent to the retainer glands. Retainer glands equivalent in function and form to the Megalug Series 1100 for ductile iron watermain or Megalug Series 2000PV for PVC watermain may be used only if approved by the ENGINEER. TA2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -17 Watermain Construction Plugged tees and crosses in a straight run do not require restraint. For restrained joints, the number of feet of tied pipe required shall be in accordance with the following table. FEET OF RESTRAINED OR TIED PIPE REQUIRED ON EACH SIDE OF THE BEND 4' Cover 6' Cover 8' Cover Pipe Size Bend Sizes Bend Sizes Bend Sizes 221/2° 450 671/2° 900 221/2° 450 671/2° 900 221/2° 450 671/2° 900 3" N. R. N. R. N. R. N. R. it 3' 4' 8' it 2' 3' 4' 4" N. R. N. R. N. R. N: R. 2' 4' 5' 8' it 3' 4' 5' 6" N. R. N. R. N. R. N. R. 3' 6' 8' 9' 2' 41 5' 6' 8" N. R. N. R. N. R. N. R. 4' 1 7' 9' 11' 1 3' 5' 1 7' 9' 12" N. R. N. R. N. R. N. R. 6' 10' 14' 17' 5' 8' 10' 12' 16" N. R. N. R. N. R. N: R. 7' 13' 18' 21' 6' 10' 14' 17' 20" 12' 22' 30' 37' 9' 15' 22' 27' 7' 12' 17' 20' 24" 14' 25' 37' 43' 10' 18' 26' 30' N. R. N. R N. R. N. R. 30" 17' 30' 45' 52' 12' 21' 30' 37' N. R. N.R N. R. N. R. 36" 19' 35' 50' 61' 14' 25' 35' 43' N. R. N. R N. R. N. R. 42" 22' 39' 56' 69' 16' 28' 40' 49' N. R. N. R N. R. N. R. 48" 24' 43' 63' 77' 18' 31' 45' 55' N. R. N. R N. R. N. R. NOTE: (1) Table based on sand excavation, for silt increase 50% (2) If Polyethylene wrapping is used increase value by 100% N.R. = Not Recommended b. Offset bends made with standard offset fittings need not be strapped or buttressed. c. Tie rods and tie harnesses shall be of the same size as the required bolt, torqued to the requirements of Section 3.06(B)(2). After installing the tie rods and harnesses and prior to the backfill operations, they shall be coated with a brush- applied tar coating. This coating shall be Koppers Bitumastic Super Services Black or Tnemec 46 -457 Tnemecol, or equal, and shall be applied to the manufacturer's specifications. Hot dipped galvanized parts need not be tar coated. Necessary fittings, bands, tie rods, nuts, and washers, and labor and excavation required for installation of reaction restraints shall be furnished at the CONTRACTOR'S expense, without direct compensation. Hardwood blocking shall only be used as temporary reaction blocking until acceptable permanent reaction blocking or restraining devices have been installed. Blocking shall be nominal 2 -inch timber having an area equivalent to at least four times the area of the surface of the cap or plug it restrains. TA2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -18 Watermain Construction Concrete buttresses shall be poured against firm, undisturbed native ground and shall be formed in such a way that the joints will be kept free of concrete and remain accessible for repairs. The concrete mix used in buttress construction shall meet the requirements for Grade B (3400 psi) of MN /DOT 2461. Buttress dimensions shall be as indicated in the Project Manual or as approved by the ENGINEER. CONTRACTORS are instructed to size concrete buttress blocking on fittings and dead ends where the blocking must withstand the pressure of larger main line fittings equipped with reducers, for the larger sized main line thrust and not for smaller fitting size only. This is of particular importance on tees and crosses where the main size is reduced on the run from large to small size by use of reducers. 3.09 PLACEMENT OF INSULATION A. Rigid insulation OWNER shall be placed within the pipe encasement zone, six (6) inches above the pipe. Prior to placement of the insulation, encasement material shall be compacted until there is no further visual evidence of increased consolidation or the density of the compacted layer conforms to the density requirements specified in the Project Manual, then leveled and lightly scarified to a depth of 1/2 inch. Encasement zone material placed below the insulation shall be free of rock or stone fragments measuring 1 -1/2 inches or greater. B. Insulation boards shall be placed on the scarified material with the long dimension parallel to the centerline of the pipe. Boards placed in a single layer shall be overlapped at least 6 inches on all sides to eliminate continuous joints for the full depth of the insulation. If two or more layers of insulation Boards are used, each layer shall be placed to cover the joints of the layer immediately below with an overlap of at least 6 inches. C. The CONTRACTOR shall exercise caution to insure that all joints between boards are tight during placement and backfilling with only extruded ends placed end to end or edge to edge. Broken or damaged material shall be removed and replaced. D. The first layer of material placed over the insulation shall be twelve (12) inches in depth, free of rock or stone fragments measuring 1 -1/2 inches or greater. The material shall be placed in such a manner that construction equipment does not operate directly on the insulation and shall be compacted with equipment which exerts a contact pressure of less than 80 psi. The first layer shall be compacted until there is no further visual evidence of increased consolidation or the density of the compacted layer conforms to the density requirements specified. 3.10 WATER SERVICE INSTALLATIONS A. Water service lines complete with all required appurtenances, shall be installed in accordance with pertinent requirements for main line installations and as supplemented as follows. B. The CONTRACTOR shall be responsible for keeping accurate records of the location, depth and size of each service connection and other pertinent data such as the location of curb stops and pipe endings. Tap locations shall be recorded in reference to survey line TA2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -19 Watermain Construction stationing. Curb boxes shall be tied to definable landmarks such as building corners, fire hydrants, manholes and telephone pedestals. Pipe terminals at the property line shall be marked on the ground surface with a 2" x 4" x 8' wood post extending 3' above grade with the top 2' painted blue. C. Water service lines shall be installed in accordance with Minnesota Department of Health standards. Where water service lines are installed alongside of sanitary or storm sewer service lines, installation shall maintain the minimum specified clearances between pipelines and provide proper and adequate bearing for all pipes and appurtenances. For separate installation, the trench width shall be not less than two feet. Subject to minimum clearances, the water lines may be laid in a common trench excavated principally for sewer installation, either by widening the trench as necessary or by providing a shelf in the trench wall where ground stability will permit. D. Unless otherwise specified, installation of water service lines shall provide for not less than T -6" of cover over the top of the pipe and for not less than 18 inches of clearance between pipelines. Also, at least 6 inches of clearance shall be maintained in crossing over or under other structures. Where the service pipe may be exposed to freezing due to insufficient cover or exposure from other underground structures, the water pipe shall be insulated. E. Service trenches shall be restored and compacted as specified for pipelines. 1. Tap Service Lines: Tap service piping shall be Seamless Copper Water Tube of the size and type specified. Pipe size for tap service installations shall be from 1 inch to 2 -1/2 inch nominal inside diameter. 2. Unless otherwise indicated, tap service piping may be laid directly on any solid foundation soil that is relatively free of stones and hard lumps. 3. Tap service piping shall be installed in one piece without intermediate joint couplings between the corporation stop at the watermain tap and the curb stop. All pipe and appurtenances shall be joined by means of approved flared type threaded couplings. 4. Connection of tap service lines to the watermain shall be made with an approved corporation stop, with the watermain tap being made from horizontal to an angle of not more than 15 degrees from the horizontal. (2:30 and 9:30 o'clock). Expansion loops shall be directed horizontally, not vertically from the tap. A minimum of 3 full threads of the corporation stop must engage in ductile iron watermain or a saddle must be used for the connection (see chart below). All tap service lines to polyvinyl chloride watermain shall have a saddle used with the connection. 3.11 DUCTILE -IRON PIPE SADDLE REQUIREMENTS TA2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -20 Watermain Construction Class 52 Class 50 Pipe Size, 4 6 8 10 12 14 16 18 20 24 Inches Wall .31 .31 .33 .35 .31 .33 .34 .35 .36 .38 Thickness, Inches TA2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -20 Watermain Construction Corp. Stop Pipe Thickness Required For Corporation Stop Threads Inches (Inches) 1 1-'4 1 -1/2 2 38 .34 .32 .31 .30 .29 .29 .28 .28 .27 45 .39 .36 .34 .33 .32 .31 .30 .30 .30 44 .40 .37 .35 .34 .33 .32 .32 .31 .48 .44 .41 .39 .37 .36 .35 .33 *Note: ABOVE LINE -W /O SADDLE, BELOW LINE -W /SADDLE The flaring of copper tubing ends shall be accomplished only with the use of the proper size and type of tools as designated for the purpose, and will provide accurate sizing and rounding of the ends. Tubing shall be cut squarely and all edge roughness shall be removed prior to flaring. Couplings shall be tightened securely, so the flared end fits snugly against the bevel of the fitting without leakage. The flared joint couplings shall be made up without the use of jointing compounds. Unless otherwise indicated, tap service lines shall be installed on a straight line at right angles to the watermain or property fine. The service line shall be terminated with a curb stop and box at the property line. The service pipe and curb stop coupling depth shall be such as to maintain not less than T- 6" minimum cover, or in locations where conflict may occur with storm sewer, service pipe shall be placed at least 3 feet below the storm sewer invert or shall be insulated in accordance with the Project Manual to prevent freezing. In any case the CONTRACTOR shall make every effort to provide for a standard depth service box installation where practicable. The service box shall be screwed onto the curb stop coupling and be firmly supported on a concrete block. Service boxes shall be installed plumb and be braced effectively to remain vertical during and after completion of backfilling. The service boxes shall be brought to final surface grade when the final ground surface has been established. 3.12 SETTING VALVES, HYDRANTS, FITTINGS AND SPECIALS A. Valves, hydrants, fittings and specials shall be provided and installed as required by the Drawings and detail plates, and with each installation accomplished in accordance with the requirements for installation of mainline pipe to the extent applicable. Support blocking, thrust blocking, and anchorage devices shall be provided as required by the Drawings and detail plates. B. Hydrants shall be installed plumb, with the height and orientation of nozzles as shown on the detail plates. Hydrants shall be connected to the mainline pipe with a 6 -inch diameter branch pipe, controlled by an independent valve: A concrete reaction block shall be installed between the hydrant shoe and undisturbed soil for all hydrants. Branch piping TA2294- Coreoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Constmction.doc 02540 -21 Watermain Construction shall be restrained using Mega -Lug retainer glands unless another method of joint restraint has been previously approved. C. A drainage pit one -half cubic yard in volume shall be installed around the hydrant base and shall be filled with coarse gravel firmly compacted under and around the hydrant base and 6" above the drain outlet. The course gravel shall be covered with at least two layers of tar paper or six (6) mil polyethylene prior to placing backfill thereon. Drain holes shall be normally left open when specified. Hydrants located where the groundwater table is above the drain outlet shall have the outlet plugged and shall be equipped with a tag stating, "Pump After Use ". Hydrants shall be set so that the bottom of the traffic flange is 2 to 4 inches above finished grade. D. Valve boxes shall be centered over the wrench nut of the valve and be installed plumb, with the box cover flush with the surface of landscaped areas. In streets, valve boxes shall be set at 1/2 inch below the finished surface of bituminous or concrete pavement or 6 inches below the surface of a gravel surfaced road. Valves shall have 6 mil polyethylene, 4'x 4', placed tightly over the valve prior to the box assembly to prevent corrosion and soil migration into the valve box assembly. Valve boxes shall not be installed so as to transmit shock or stress to the valve. Valve boxes installed outside the paved roadway shall have a 4 "x4 "x6 wood post installed, adjacent to the box, with two (2) feet above the ground surface. Post is not required when the valve box is installed with a hydrant. All valves shall incorporate a valve stem extension that places the operating nut at 6 to 12 inches below finished grade. E. Dead ends shall be valved and closed with approved plugs or caps and restrained by rodding or thrust blocking. If line size is reduced at the end of the line, restraints shall be sized for the line size prior to reduction. Install a 4 "x4" wood post vertically from the pipe end invert to two (2) feet above the ground surface. 3.13 PIPELINE BACKFILLING OPERATIONS A. Pipeline excavations shall be backfilled to restore pre- existing conditions as the minimum requirement, and fulfill all supplementary requirements indicated in the Drawings and Specifications. The backfilling operations shall be started as soon as conditions will permit on each section of pipeline, so as to provide continuity in subsequent operations and restore normal public service as soon as practicable on a section -by- section basis. Operations shall be pursued diligently, with proper and adequate equipment, as will assure acceptable results. B. Backfilling shall be accomplished. See Section 02320 — TRENCH EXCAVATION AND BACKFILL. C. Suitable Material shall be defined as a mineral soil reasonably free of foreign materials (rubbish, debris, etc.), frozen clumps, organic matter, stone, rock, concrete, or bituminous, and other unsuitable materials that may damage the pipe installation or prevent thorough compaction, taking into consideration particular needs of different backfill zones. Unsuitable material shall only be utilized where and to the extent there will be no detrimental effects. D. Backfill materials shall be carefully placed in relatively uniform depth layers spread over the full width and length of the trench section to provide simultaneous support on both sides of the pipeline. Each layer shall be compacted effectively, by approved mechanical TA2294- Corwran \10 -Sewer and Water Planning JIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -22 Watermain Construction methods before placing material for a succeeding layer thereon. Within the pipe bedding zone, compaction shall be in a minimum of 3 lifts: invert to spring line, spring line to top of pipe, and top of pipe to 1.0 ft over top of pipe. Maximum thickness of any lift shall be eight (8) inches compacted thickness. Compaction requirements are: 95% Standard Proctor maximum dry density from the pipe zone to within 3 feet of the ground surface, and 100% Standard Proctor maximum dry density in the final three (3) feet. E. Surplus or waste materials remaining after completion of the backfilling operations shall be disposed on in an acceptable manner after completing the backfill work. Disposal at any location within the project limits shall be outside the project limits at the CONTRACTOR'S own dump site unless otherwise specified by ENGINEER. 3.14 MAINTENANCE AND FINAL CLEANUP A. Subgrade surfaces shall be maintained acceptably until the start of surface construction or restoration work. Additional materials shall be provided and placed as needed or as approved in writing by ENGINEER, otherwise disposal shall be accomplished to compensate for trench settlement and to serve until completion of the final surface improvements. B. Final disposal of debris, waste materials, and other remains or consequences of construction, shall be accomplished prior to final acceptance of all work. Final acceptance of each BID ITEM can only be made when the cleanup associated with each item is completed. ENGINEER may withhold partial payments until such time Work is satisfactorily pursued or deduct partial estimate value. 3.15 TESTING A. DISINFECTION OF WATERMAINS Before being placed in service, the completed watermain installation shall be disinfected and flushed, and after the final flushing the water shall be tested for bacteriologic quality and found to meet the standards prescribed by the Minnesota Department of Health. The disinfection materials and procedures and the collection and testing of water samples shall at a minimum be in accordance with the provisions of AWWA C651, Disinfecting Watermains, and as will meet the requirements of the Minnesota Department of Health. Where an existing watermain is cut for the installation of a hydrant, for lowering the watermain, or for reasons determined by the ENGINEER, the pipe and fittings proposed to be installed shall be disinfected prior to installation as follows: a. The interior of the pipe and fittings shall be cleaned of all dirt and foreign material. b. The interior of the pipe and fittings shall be thoroughly swabbed or sprayed with a 1 percent minimum hypochlorite solution. 3. Unless otherwise indicated in the Project Manual, the CONTRACTOR shall furnish all materials and perform the disinfecting, flushing, and testing as necessary for meeting the water quality requirements. The AWWA C651 provisions for disinfection of watermains are reproduced for informational purposes as follows: TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -23 Watermain Construction a. Tablet Method Tablet Method may be used only when scrupulous cleanliness has been practiced to exclude all foreign materials and ground water during pipe installation. If ground water has entered pipe during pipe installation, the watermain shall be flushed and the Chlorine -Water solution method shall be used. b. Placing Calcium Hypochlorite Granules During construction, calcium hypochlorite granules shall be placed at the upstream end of the first section of pipe, at the upstream end of each branch main, and at 500 foot intervals along the main. The quantity of granules shall be in accordance with the following table: Ounces of Calcium Hypochlorite Granules to be placed at beginning of main and at each 500 foot interval; Pipe Diameter (Inches) Calcium Hypochlorite Granules (ounces) 4 0.5 6 1.0 8 2.0 10 3.0 12 4.0 16 and larger 8.0 C. Placing Calcium Hypochlorite Tablets Attach tablets on the top of the main using an adhesive such as Permatex No. 1, product of Loctite Corp, or equal. If tablets are not attached to the top and water contacts them, they will react prior to the disinfection period. The table below gives tablets required per pipe size and length to achieve 25 mg/l. TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -24 Watermain Construction Number of 5 -g Hypochlorite Tablets Required for Dose of 25 mg /l Pipe Diameter (inch) Length of Pipe (feet) 13 or less 18 20 30 40 4 1 1 1 1 1 5 1 1 1 2 2 8 1 2 2 3 4 10 2 3 3 4 5 12 3 4 4 6 7 16 4 6 1 10 13 Number of 5 -g tablets = .0012 A d =pipe diameter, inches L =pipe length, feet Based on 3.25 grams (65 %) available chlorine per tablet 4. The main shall be filled with water at a rate no greater than 1 fps. Precautions shall be taken to assure that air pockets are eliminated. The use of additional curb stops to bleed air through at high points may be necessary. Chlorination Residual of 25 mg /L chlorinated water shall be retained in the pipe for a minimum of 24 hours, 48 hours when the water temperature is below 41 °F. Valves and hydrants shall be operated to ensure disinfection. a. Continuous Feed Method Continuous feed method consists of completely filling the main, removing air pockets; flushing to remove particulates, then filling the main with potable water chlorinated so that after a 24 hour holding period in the main there will be a free chlorine residual of not less than 10 mg/L. Flushing velocity shall not be less than 2.5 fps, see table below: Required Flow and Openings to Flush Pipelines* (40-psi Residual Pressure in Watermain) Pipe Diameter (Inches) Flow (gpm)Required to Produce 2.5 fps Velocity in Main Size of Tap on Main Hydrant Outlets 4 100 15/16 Number Size Inches) 6 220 1 -3/8 1 2 %2 8 390 1 -7/8 1 21/2 10 610 2-5/16 1 21/2 12 880 2 -13/16 1 21/2 16 1 1565 3 -5/8 1 1 1 21/2 * With a 40 -psi pressure in the main with the hydrant flowing to atmosphere, a 2 -1/2 inch hydrant outlet will discharge approximately 1000 gpm and a 4 -1/2 inch hydrant nozzle will discharge approximately 2500 gpm. ** Size of tap on main, with no significant length of discharge piping. Water from the existing system or other approved source shall be made to flow at a constant measured rate in the new main. At a point not much more than 10 feet downstream from beginning the new main, water entering the new main shall receive a dose of chlorine fed at a TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -25 Watermain Construction constant rate such that the water will have not less than 25 mg /L free chlorine. Measure the chlorine concentration at regular intervals in accordance with Standard Methods, AWWA M12, or using appropriate chlorine test kits. The following Table gives the amount of chlorine required for various pipes: Chlorine Required to Produce 25 mg/L Concentration in 100 ft of Pipe — by Diameter Pipe Diameter (Inch) Chlorine (Lb) 1 percent Chlorine Solutions (Gal) 4 .013 0.16 6 .030 0.36 8 .054 0.65 10 .085 1.02 12 .120 1.44 16 .217 2.60 1 % chlorine solution requires 1 lb. of calcium hypochlorite in 8 gallons of water. Strong chlorine solution in the main being treated shall not flow into mains in service. The chlorinated water shall be retained in the main for at least 24 hours, during which time each valve and hydrant shall be operated in order to disinfect the appurtenances. At the end of the 24 hour period the treated water in all portions of the main shall have a residual of not less than 10 mg/L free chlorine. Preferred equipment for applying liquid chlorine is a solution feed vacuum operated chlorinator in combination with a booster pump for injecting the chlorine gas solution water into the main to be disinfected. b. Flushing After the applicable retention period, heavily chlorinated water shall not remain in prolonged contact with the pipe. Chlorinated water shall be flushed from the main until chlorine concentration is no higher than generally in the system for domestic use. The environment to which the chlorinated water is to be discharged shall be inspected. The CONTRACTOR shall be responsible to ensure that the receiving area is not damaged by the chlorinated water and shall use a reducing agent for neutralization when necessary. C. Bacteriological Tests After final flushing and before the watermain is placed in service, samples of water shall be collected from the end of the main and each branch line for testing for bacteriological quality in accordance with Standard Methods for the Examination of Water and Wastewater, and shall show the absence of coliform organisms. Samples shall be at a rate of one per every 1000 feet of pipe. If water in the pipe does not meet the Minnesota Department of Health requirements, disinfection procedure shall be repeated until meeting the requirements. Acceptance forms from the governing agency shall be furnished to the OWNER. TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -26 Watermain Construction B. HYDROSTATIC TESTING OF WATERMAINS 1. Each valved section shall be subjected to the pressure test and, if required, the leakage test prescribed herein. Testing for the two (2) hour duration shall be with hydrants closed, and valves on hydrant leads and dead end water lines open. Once this portion of the test is completed, the valve on the hydrant leads and dead end water lines shall be closed and hydrants opened. The specified test pressure shall be applied, and the test repeated for 15 minutes to establish the condition of the hydrant lead valves. 2. This shall apply to both the pressure and leakage test. The ENGINEER may require the CONTRACTOR to test the first section of pipe installed to demonstrate the CONTRACTOR'S ability to install the pipe in an acceptable manner. When the connection to the existing system is not made with a valve, the CONTRACTOR shall test the existing section to the first available valve(s) to determine the condition of the existing system, or the CONTRACTOR may make provisions to test his work separately, prior to connection to the existing system, in a manner acceptable to the ENGINEER. 3. The CONTRACTOR shall furnish the pump, pipe connections, gauges, and measuring equipment, and shall perform the testing in the presence of the ENGINEER. The pressure gauge for the test shall be an Ashcroft Model 1082 with 4- 1/2 inch dial face at 1 psi increments. Where permanent air vents are not provided, the CONTRACTOR shall provide, install and remove (after successful testing is completed) corporation cocks at the high points as needed for release of air as the line is filled with water. 4. Where concrete reaction blocking is placed, the watermain shall not be subjected to hydrostatic pressure until at least 5 days have elapsed after the concrete placement, with the exception that this period may be reduced to 2 days where high early strength concrete is used. 5. At the option of the ENGINEER, the pressure and leakage tests may be conducted simultaneously. Defective joints, pipe, fittings, valves, or hydrants, revealed during the testing or before final acceptance of the work shall be satisfactorily corrected and the tests shall be repeated until he specified requirements have been met. a. Pressure Test: The section being tested shall be slowly filled with water and the specified test pressure shall be applied after all air has been expelled from the pipe. A hydrostatic pressure of 150 pounds per square inch, gauge pressure, measured at the lowest point of elevation, shall be applied by means of a pump connected to the pipe in a satisfactory manner. The gauge pressure shall be checked after a minimum of two (2) hours. A pressure drop of 1 psi or less will be cause to accept the test section. Several attempts must be made to satisfy the ENGINEER the pressure test will not be successful. If the drop is more than 2 psi after these attempts, the ENGINEER may authorize the leakage test in writing for acceptance. Service Pipe may be tested at the time of the foregoing test, if installed, at the CONTRACTOR'S option. However, testing of service pipes may be completed as a separate operation from main testing, and if so, the test pressure shall be 100 psi. Service pipe testing, if done separately, shall be done with the corporation stop open. TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -27 Watermain Construction b. Leakage Test: After an unsatisfactory pressure test, and if authorized in writing by the ENGINEER, a leakage test shall be performed on each valved section of watermain to determine the quantity of water that must be supplied into the section to maintain a test pressure of 150 pounds per square inch, after the air in the pipeline has been expelled and the pipe has been filled with water. The water added shall be recorded to the nearest fluid ounce. After filling the pipe with water and expelling all air in the line, a pressure of 150 psi shall be applied in the same manner as prescribed for the pressure test, and sufficient water shall be measured and supplied into the pipe section to maintain the pressure for a test duration of two (2) hours. Each pipe section tested will be accepted if the leakage does not exceed the quantity determined by the formula as shown in the table below, based on an allowable leakage of 11.65 gpd /mile /nominal diameter inch at 150 psi. L_(SD P 133,200 L = Maximum permissible leakage in gallons per hour S = Length of pipe tested D = Nominal diameter of pipe in inches P = Average test pressure during the test, in pounds per square inch, gauge pressure. ALLOWABLE LEAKAGE PER 1000 FEET OF PIPE GALLONS PER HOUR Avg. Test. Pressure (psi) Nominal Pipe Diameter (Inches) 4 1 6 8 10 12 14 16 18 20 24 200 0.43 0.64 0.85 1.06 1.28 1.48 1.70 1.91 2.12 2.55 175 0.40 0.59 0.80 0.99 1.19 1.39 1.59 1.79 1.98 2.38 150 0.37 0.55 0.74 0.92 1.10 1.29 1.47 1.66 1.84 2.21 125 0.34 0.50 0.67 0.84 1.01 1.18 1.34 1.51 1.68 2.01 100 0.30 0.45 0.60 0.75 0.90 1.05 1.20 1.35 1.50 1.80 70 0.25 0.38 0.50 0.63 0.75 0.88 1.00 1.13 1.26 1.51 If the pipe section under test contains pipe of various diameters, the allowable leakage will be the sum of the computed leakage for each size. When requested, the CONTRACTOR shall furnish a written report of the results of leakage tests, which shall identify the specific test section, the average pressure, the duration of test, and the amount of leakage. TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -28 Watermain Construction C. ELECTRICAL CONDUCTIVITY TEST — DUCTILE IRON WATERMAIN 1. The CONTRACTOR shall perform a conductivity test within one week after completion of pressure testing of the main on all iron pipe watermains. The ENGINEER may require the CONTRACTOR to test the first section of pipe installed to demonstrate the CONTRACTOR'S ability to install the pipe in an acceptable manner. When the connection to the existing system is not made with a valve, the CONTRACTOR shall test the existing section to the first available valve(s) to determine the condition of the existing system, or the CONTRACTOR may make provisions to test his work separately, prior to connection to the existing system, in a manner acceptable to the ENGINEER. 3. The system (pipeline, valves, fittings and hydrants) shall be tested for electrical continuity and current capacity. The electrical test shall be made after the hydrostatic pressure test and while the line is at normal operating pressure. Backfilling shall have been completed. The line may be tested in sections of convenient length as approved by the ENGINEER. 4. Direct current of 350 amperes plus or minus 10% shall be passed through the pipeline for 5 minutes. Current flow through the pipe shall be measured continuously on a suitable ammeter and shall remain steady without interruption or fluctuation throughout the 5- minute test period. 5. Insufficient current or intermittent current or arcing, indicated by large fluctuation of the ammeter needle, shall be evidence of defective contact in the pipeline. The cause shall be isolated and corrected. Thereafter, the section in which the defective test occurred shall be retested as a unit and shall meet the requirements. Sources of D.C. for these tests may be motor generators, arc welding machines, or other approved sources. All such equipment shall be furnished by the CONTRACTOR. 6. Cables from the power source to the section of system under test should be of sufficient size to carry the test current without overheating or excessive voltage drop. Note: After the test, the hydrant shall be shut off and a cap loosened to allow hydrant drainage. Tighten cap after drainage. D. TRACE WIRE TEST — PVC WATERMAIN 1. The CONTRACTOR shall perform a conductivity test on all trace wire prior to acceptance of the PVC watermain system. A low voltage circuit shall be completed with the use of a suitable voltage source and meter to ensure continuity of the trace wire. 2. In the event that a closed clamp circuit cannot be completed, the cause shall be isolated and corrected. Thereafter, the section in which the defective test occurred shall be retested as a unit and shall meet the requirements. TA2294- Corwran\10 -Sewer and Water Planning (TIF Districts)\Bid Documents\ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -29 Watermain Construction E. OPERATIONAL INSPECTION At the completion of the project and in the presence of the ENGINEER and the CONTRACTOR, representatives of the OWNER shall operate all valves, hydrants, and water services to ascertain that the entire facility is in good working order; that all valve boxes are centered and valves are opened, that all hydrants operate and drain properly; that all curb boxes are plumb and centered; and that water is available at all curb stops. ** *END OF SECTION * ** T:\2294- Corwran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02540 Watermain Construction.doc 02540 -30 Watermain Construction Metropolitan Council Environmental Services SECTION 02732 PRESSURE PIPE SEWERS PART1 GENERAL 1.1 SECTION INCLUDES Lift Station L -7 A. Sewage Force Main Installation including Ductile Iron Pipe (DIP) and Polyvinyl Chloride Pipe (PVC) . 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A307 Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength 2. A377 Ductile Iron Pressure Pipe. 3. D2321 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Application. 4. D3139 Specification for Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals. 5. F477 Specifications for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. 6. F714 Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter. B. American Water Works Association (AWWA): 1. C105 Polyethylene Encasement for Ductile -Iron Pipe Systems. 2. C110 Standard for Ductile Iron and Gray Iron Fittings, 3 in. Through 48 in., for Water and Other Liquids. 3. C600 Installation of Ductile -Iron Water Mains and their Appurtenances. 4. C900 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 in. Through 12 in., For Water Distribution 5. C905 Polyvinyl Chloride (PVC) Pressure Pipe, 14 in. Through 48 in., For Water Transmission and Distribution. 6. Manual M23 PVC Pipe Design and Installation. C. American National Standards Institute (ANSI) / American Water Works Association (AWWA): 1. C 105/A31.5 Polyethylene Encasement for Ductile -Iron Pipe Systems. 2. C 110 /A21.10 Ductile Iron and Gray Iron Fittings for Water. 3. C111 /A21.11 Rubber - Gasketed Joints for Ductile Iron Pressure Pipe and Fittings. Pressure Sewer Pipes 02732 -1 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services Lift Station L -7 4. C115/A21.15 Flanged Ductile Iron Pipe with Ductile Iron or Gray -Iron Threaded flanges. 5. C151/A21.51 Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or other liquids. 6. C153/A21.53 Ductile Iron Compact Fittings for Water Service D. American National Standards Institute (ANSI) / Society of Mechanical Engineers (ASME): 1. B 18.2.2 Slotted, Square and Castellated Nuts 1.3 SUBMITTALS A. Provide following submittals consistent with Section 01300 SUBMITTALS. B. For jobs with multiple pipe alternatives submit chart with materials list. C. Certificates of Compliance for each diameter of pipe as required under Article 1.5 QUALITY ASSURANCE of this section. D. Manufacturers recommendations for installation of pipe. E. For each pipe material and size supplied, provide: 1. Drawings 2. Specifications 3. Details 4. Pipe Length 5. Data on Joint Detail /Gasket Material 6. Laying schedule 7. Data on Fittings and accessories 1.4 DELIVERY AND STORAGE OF MATERIALS A. Ship in accordance with manufacture's recommendations. B. Inspect all materials during unloading process. C. Notify CAR of any cracked, flawed or otherwise defective material. D. Remove all materials from the site that are found to be unsatisfactory by the CAR. E. PVC, fittings, and accessories shall be handled in accordance with Chapter 6 of AWWA Manual M23, to ensure installation in sound, undamaged condition. Pipe shall not be stored uncovered in direct sunlight. 1.5 QUALITY ASSURANCE A. Provide certificates for each pipe size and material, from the manufacturer that pipe furnished meets the requirements listed under Articlel.2 REFERENCES. Pressure Sewer Pipes 02732 -2 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services Lift Station L -7 B. Provide certification that the gasket material is suitable for intended service. 1.6 MEASUREMENT AND PAYMENT A. PVC Force Main Measurement and payment shall be by the contract price per linear foot installed and shall include compensation in full for excavation, backfill, soil compaction, installed insulation and trace wire, testing and shaping to original grade. Cost includes pipe bedding as detailed in plans. PART 2 PRODUCTS 2.1 DIP A. Pipe: 1. The pressure class of pipe shall be as shown on drawings. 2. Pipe consistent with ANSFAWWA C151/A21.51, manufactured by American Pipe, US Pipe, and Griffin Pipe. 3. Gaskets shall be synthetic rubber, not natural rubber, and furnished by the pipe manufacturer. B. Joints and Gaskets: Restrained Push -on Joints shall be: a. Locking wedge type: Megalug Series 1700 by EBBA Iron, TR Flex Gripper Ring by Tyton or Field Flex Ring by American. C. Accessories: 1. Coatings (Pipe and Fittings): a. Exterior, underground locations: i. Asphaltic coating consistent with AWWA C151. ii. Polyethylene encase with 4 -mils of seamless HDCLPE conforming to ANSFAWWA CI05/A21.5. b. Interior, exposed locations: Induron Protecto 401 Ceramic Epoxy. 2. Linings (Pipe and Fittings): a. Ceramic Epoxy Lining: i. Induron Protecto 401 Ceramic Epoxy. 2.2 PVC A. Pipe: 1. General Requirement: Conforming to AWWA C -905. 2. Size: 14 inch Cast - Iron -Pipe (CIP) equivalent outside diameter. Dimension Ratio (DR) as shown on the drawings. 3. Working Pressure: 165 PSI. B. Joints and Gaskets: Pressure Sewer Pipes 02732 -3 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services 1. All Gaskets consistent with ASTM F477, synthetic rubber. 2. PVC to PVC Joints a. Push -on -Joint consistent with ASTM D 3139. 3. PVC to Ductile Iron a. Consistent with ANSUAWWA C111 /A21.11. 4. Restrained Joints a. Every pipe bend and in locations shown on drawings. b. EBAA Iron 2000 series. 2.3 MISCELLANEOUS Lift Station L -7 A. Tracer wire (locating wire): As specified in Section 16690 UTILITY TRACING SYSTEMS. B. Passive electronic markers: As specified in Section 16690 UTILITY TRACING SYSTEMS. C. Insulation: Where shown on drawing. PART 3 EXECUTION 3.1 PREPARATION A. Installation of erosion control and dewatering in conformance with Section 01563 DEWATERING, EROSION AND SEDIMENT CONTROL. B. Clearing and grubbing in conformance with Section 02100 SITE PREPARATION. C. Trench excavation and backfill in conformance Section 02315 EXCAVATION and Section 02320 TRENCH EXCAVATION AND BACKFILL. D. Tracer wire continuity test in conformance with Section 16690 UTILITY TRACING SYSTEM. 3.2 PIPE INSTALLATION A. General 1. Verify size, pipe condition, and pipe class prior to installation of pipe. 2. Pipe and joints shall be carefully examined for cracks and other defects immediately before installation. 3. Remove foreign matter and dirt from inside of pipe and fittings and keep clean during and after laying. Wash ends of section clean with wet brush prior to joining sections of pipe. 4. Install and handle pipe sections in accordance with Manufacture's recommendations. 5. Install DIP consistent with the provisions of ANSUAWWA C600. 6. Install flexible pipe consistent with the provisions of ASTM D2321. Pressure Sewer Pipes 02732 -4 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services Lift Station L -7 Lay pipe consistent with manufacturer's instructions, and alignment and elevations shown. Pressure Sewer Pipes 02732 -5 TA2294- CorcoranA O -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services B. Alignment Lift Station L -7 1. Minimum Pipe Cover: 6 feet unless otherwise shown. 2. Measure for grade at the pipe invert, not at the top of the pipe. 3. Install pipe in conformance with established lines and grades. Tolerances measured along pipe centerlines or invert as follows: a. Horizontal: Within 0.50 feet of alignment shown b. Vertical: Zero plus and 0.08 feet minus grade shown with no intermediate high points, level sections, or reverse invert slope. C. Joint deflection: No more than 50% of the maximum allowable, as recommended by manufacturers of pipe and joint material. C. Laying Pipe 1. Lay pipe with bell ends facing in the upstream direction. 2. Do not lay pipe in water or when, in the opinion of the CAR, trench or weather conditions are unsuitable. 3. Dig bell holes of ample dimensions at joint locations in the bottom and sides of the trench as required to permit visual inspection of the entire joint. 4. Close and block the open end of the last laid section of pipe at all times when laying operations are not in progress, at the close of the day's work, or when the workers are absent from the job, to prevent entry of foreign material or creep of the gasketed joints. 5. DIP Polyethylene tube protection shall be installed in accordance with ANSI/AWWA C 105/A21.5, Method A. Preparation of the pipe shall include, but shall not be limited to, removal of lumps of clay, mud, cinders, etc., prior to installation. D. Jointing Pipe 1. In conformance with recommendations of manufacturers of pipe and joint material. 2. All joint surfaces shall be lubricated with manufacture's recommended lubrication immediately before the joint is completed. Each spigot end shall be suitably beveled to facility assembly. 3. Use suitable equipment and end protection to push or pull the pipes together. 4. Do not exceed forces recommended by the manufacturer for coupling pipe 5. Provide watertight joints. 6. Hand fill and compact all bell depressions with granular bedding materials to prevent joints from sagging or movement. 7. Bell- and - Spigot with Rubber Gasket Joints (Push -On Joints): a. As next section of pipe is being readied for laying, clean bell of previously laid pipe of foreign material and apply thin film of specified lubricant to entire surface of bell ring. b. At same time, lubricate gasket and install in spigot groove. C. Make certain gasket tension is uniform around groove before placing pipe in trench. d. Lower pipe section into trench until approximately in line with previously laid pipe section and spigot is centered in bell. Pressure Sewer Pipes 02732 -6 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx Metropolitan Council Environmental Services Lift Station L -7 e. Then force pipe "home" as defined in manufacturer's installation instructions and secure to proper alignment and grade with specified pipe zone material. 8. Mechanical joints a. If effective sealing is not obtained, the joint shall be disassembled, thoroughly cleaned, and reassembled. b. Bolts shall be uniformly tightened to the torque valves listed in Appendix A of AWWA C111. Over - tightening of bolts will not be allowed. C. In mechanical joint pieces, holes in the mechanical joint bells and shall straddle the top (or side for vertical piping) centerline. The top (or side) centerline shall be marked on each mechanical joint piece at the foundry. d. The holes in the mechanical joints with tie rods shall be carefully aligned to permit installation of the tie rods. 3.3 THRUST RESTRAINT A. Provide restraint where shown on drawings and at all pipeline tees, Y- branches, plugs, caps, bends, and other locations where unbalanced forces exist. B. Thrust Blocking 1. Verify allowable soil pressure and do not exceed 1,000 pounds per square foot. 2. Place between undisturbed ground and fitting to be anchored. 3. Concrete blocking shall extend from the fitting to solid, undisturbed earth and shall be installed so that all joints are accessible for repair. 4. Quantity of Concrete: Sufficient to cover area of bearing on pipe, as shown or as approved. 3.4 FIELD QUALITY CONTROL A. Owner Representative will observe all tests and visually inspect the work for compliance. B. Leak test in accordance with Section 02530 SEWER. C. Re -test after corrective measures are completed. END OF SECTION Pressure Sewer Pipes 02732 -7 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \02732 Pressure Sewer Pipes.Docx SECTION 02930 TURF RESTORATION PART 1 — GENERAL 1.01 DESCRIPTION OF WORK A. CONTRACTOR shall apply topsoil and seed and mulch or sod all areas disturbed by CONTRACTOR outside of the wetlands. B. CONTRACTOR shall dormant seed and mulch or sod all disturbed areas as final grading is complete. C. CONTRACTOR shall follow MN /DOT Specification 2575 turf establishment for seasonal planting dates. D. CONTRACTOR shall remove all temporary erosion control materials from the site after re- establishment of vegetated cover. E. CONTRACTOR shall furnish all labor, materials, and equipment for fertilizing, seeding, and mulching or sodding the areas where the existing turf has been damaged/destroyed by construction operations under this project. 1.02 REFERENCES A. Standard Specifications: "Standard Specifications for Construction ", State of Minnesota Department of Transportation, latest edition with supplements. 1. MN/DOT 2575 — Turf Establishment. 1.03 MEASUREMENT AND PAYMENT A. Measurement and payment for seed, fertilizer, and mulch shall be by the unit price bid per acre seeded. Payment shall constitute full compensation and include but not be limited to: labor, equipment, materials, preparation, permits, grading, 6 inches of top soil material, watering, maintenance, replacement and repair, incidentals, and all other costs and expenses not specifically mentioned here necessary to complete the work in accordance with the Contract Documents. B. Topsoil 1. Basis of measurement: incidental to seed and mulch 2. Basis of payment: according to the unit price of seed and mulch, includes stripping, stockpiling, and spreading existing topsoil to a minimum of 6 ". C. Seed and Mulch 1. Basis of measurement: by the acre. 2. Basis of payment: according to the unit price as bid, includes all labor, seed, fertilizer and mulch material, and equipment to complete the work as specified, including maintenance, replacement and repair as necessary. 02930 -1 Turf Restoration TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02930_Turf Restoration.DOC D. Sod 1. Basis of measurement: by the square yard in place. 2. Basis of payment: according to the unit price as bid, includes all labor, sod, and equipment to complete the work as specified, including maintenance, replacement and repair as necessary. PART 2 — PRODUCTS 2.01 GRASS SEED MIX A. The grass seed mixture shall be MN/DOT seed mix No. 250 -70lbs /acre. B. The grass seed mixture shall be MN/DOT seed mix No. 270- 120lbs /acre Residential areas. 2.02 TOPSOIL A. Topsoil material in accordance with MN/DOT Specification Section 3877. 2.03 FERTILIZER A. The fertilizer shall be a commercial mixture with the following minimum guaranteed analysis: Nitrogen 20% by weight Potash 10% by weight Phosphorus 0 B. Common fertilizer shall comply with the applicable laws of the State of Minnesota. C. The fertilizer shall be delivered to the site in suitable containers labeled with the manufacturer's guaranteed analysis. Copies of the analysis shall be furnished to the ENGINEER. 2.04 MULCH A. Mulch shall be MN /DOT Type 1 mulch. PAIILim,1617 A. Sod shall consist of densely- rooted bluegrass or other approved permanent turf grasses. B. The sod shall be cut in uniform strips of not less than 12 inches in width and to a uniform thickness of 3/4 inch or more as necessary so that practically all of the dense root system will be retained and be exposed in the bottom side of the sod. C. When the sod is cut, it shall be sufficiently moist to withstand exposure and handling during the transplant operations. The sod shall have been raked free of debris and the top growth trimmed to a height of approximately 2 inches. 02930 -2 Turf Restoration TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02930_Turf Restoration.DOC D. All sod furnished shall be in acceptable condition upon delivery to the work site. The sod strips shall not have dry or dead edges upon deliver. Between June 1 and September 15, sod shall not be cut more than 24 hours in advance of delivery. E. Stakes for holding the sod on slopes shall be 1 inch x 1/2 inch and 8 inches long and pointed or as required to hold sod. 3.01 TOPSOIL A. Areas shall be loosened, to the satisfaction of the OWNER, to a depth of 6- inches prior to placing topsoil, fertilizer, seed, or sod. B. Topsoil shall be spread out and raked to conform to pre - construction ground elevations as shown on Drawings. Fill all holes and depressions to a smooth grade. Branches and stones on the surface shall be raked up and removed. Areas to be seeded shall have a topsoil cover of 6 inches minimum and approved by the ENGINEER. 3.02 SEEDING A. Area, if any, to be restored with seed as determined by OWNER. B. The top 6- inches of topsoil shall be loosened, raked free of debris and graded to match existing contours. C. Seed and fertilizer shall be applied to the properly prepared seed bed with a mechanical spreader and shall be thoroughly mixed in. D. Seed and fertilizer shall not be applied in the same operation. E. Seed shall be applied at a rate of 70 - 120 pounds per acre, as specified in MN /DOT Specification 2575 for specific seed mix. F. Fertilizer shall be applied at a rate of 400 pounds per acre and in accordance with MN /DOT Specification 2575. G. Fertilizer must be dry and free flowing when applied. Caked or deteriorated materials will not be permitted. H. Immediately following sowing of the fertilizer and seed, all seed areas shall be mulched. Mulch shall be applied at a rate of two (2) tons per acre and disced. I. Seeding shall be completed during the season of planting, as specified in MN /DOT Specification 2575 for specific seed mixes. J. CONTRACTOR shall water seeded areas to promote growth and establish permanent vegetation cover as determined by the OWNER and in accordance with MN /DOT Standard Specification for Construction, latest edition. Watering of seed areas shall be performed twice weekly equivalent to 0.5 inches of precipitation over the entire area each time except a 02930 -3 Turf Restoration TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02930_Turf Restoration.DOC watering event will not be necessary if precipitation equivalent to 0.5 inches has fallen within 72 hours of the watering event and with approval of the OWNER. 3.03 SOD A. Before sod is delivered to the work site, the CONTRACTOR shall have all necessary equipment and forces available and shall have prepared the sodding areas sufficiently in advance to avoid delays in placing the sod. B. The sod strips shall be carefully placed, beginning at the bottom of the slope and progressing upward. On other areas, the sod shall be placed with the longitudinal axis of each strip at approximately right angles to the slope. C. Sod strips shall be placed with staggered end joints and without stretching, in such a manner that all edges will firmly abut the edges of adjoining strips. In no case shall the sod be placed so loosely or under such tension that it will cover an area larger than the area from which it was originally lifted. C. Joints between the sod and in -place improvements, such as curbs, walks, and existing turf, shall abut tightly and shall be such that drainage will be conducted over the surface. Elsewhere the outside edges of the sodded areas shall be rolled in or banked flush with soil, thoroughly compacted to form a flush surface as directed by the ENGINEER. D. During the course of laying sod, or immediately after completing the sod placement on each area, the sod shall be watered and compressed into the underlying soil by rolling or tamping. CONTRACTOR shall maintain and water sod until the OWNER has inspected the project as complete. 3.04 EROSION CONTROL A. Remove erosion control upon request from OWNER. MUMMWIMMIM A. Turf shall be accepted by OWNER at end of correction period, provided the turf restoration is satisfactory to OWNER. ** *END OF SECTION * ** 02930 -4 Turf Restoration T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Construction \02930_Turf Restoration.DOC SECTION 02935 WETLAND RESTORATION PART 1 — GENERAL 1.01 DESCRIPTION OF WORK A. CONTRACTOR shall restore wetland areas disturbed by CONTRACTOR. B. CONTRACTOR shall remove all temporary erosion control materials from the site after re- establishment of vegetated cover. C. CONTRACTOR shall furnish all labor, materials, and equipment for seeding, and mulching the areas where the existing turf has been damaged/destroyed by construction operations under this project. I 91 MP UV I9Y. M 0Y81711 u102111I:11►U0VNIVAL11121N A. Measurement and payment for wetland seed and mulch shall be by the unit price bid per area in acres seeded. 1.03 QUALITY ASSURANCE A. Work shall be preformed by or under supervision under the visual supervision of personnel experienced in prairie restoration or native grass seeding and familiar with methods necessary to ensure the likely success of plantings. B. Substitutions: If specified seed materials are not available, the CONTRACTOR shall submit proof of unavailability and proposal of equivalent for approval by the CITY. No substitutions will be approved unless they are native and adapted for growth on the site. PART 2 — PRODUCTS 2.01 Minnesota Board of Water and Soil Resources (BWSR) SEED MIXES A. Type 1 wetlands (Seasonally flooded basin or Flat) will be planted with the following BWSR seed mixture 34 -271. Mixture 34 -271 (Native Sedge/Wet Meadow Common Name Botanical Name % of Mix Slough grass, American Beckmnnia s zi achne 25 Brome, fringed Bromus ciliata 5 Blue -joint grass Calamagrostis Canadensis 1 Wild-rye, Virginia El us vir inicus 25 Manna grass, reed Gl ceria grandis 1 Manna grass, fowl Gl ceria striata 1 Bluegrass, fowl I Poa palustris 25 02935 -1 Wetland Restoration TA2294- Corcoran \1 0 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Const ruction \02935_ WetlandRestoration.DOC Mixture 34 -271 (Native Sed e /Wet Meadow Sedge, bottlebrush Carex comosa 1 Sedge, tussock Carex stricta 0.5 Sedge, fox Carex vul inoidea 2 Rush, slender Juncus tenuis 0.3 Bulrush, green Scirpus atrovirens 1 Wool grass Scirpus cyperinus 0.1 Bulrush, river Scirpus fluviatillis 0.4 Bulrush, soft -stem Scirpus validus 1.6 Anemone, Canada Anemone Canadensis 0.6 Milkweed, marsh Ascle ias incamata 1 Aster Swamp Aster puniceus 0.2 Aster, flat-topped Aster umbellatus 0.4 Joe- e weed Eu atorium maculatum 0.2 BoneSet Ec atorium perfoliaturn 0.2 Goldenrod, ass - leaved Euthamia graminifolia 0.1 Sneezeweed Helenium autumnale 0.2 Sunflower, serrated Helianthus grosseserratus 0.4 Iris, blue-flag Iris versicolor 4.6 Blazin star, meadow Liaris ligulistylis 0.6 Lobelia, eat -blue Lobelia si hillitica 0.2 Monkey flower Minulus rignes 0.1 Mint, mountain P cnanthemum Vir inianum 0.2 Goldenrod, giant Solida o gigantean 0.2 Vervain, blue Verbena hastate 0.4 Ironweed Veronia fasciculate 0.4 Culver's root Veronicastrum vir inicum 0.1 100 *Oats used in spring plantings and winter wheat in fall plantings. i ►•> 1< f 7 ► I to] 906110 A. Topsoil material in accordance with MN /DOT Specification Section 3877. 2.03 MULCH A. Mulch shall be MN /DOT Type 3 mulch and disc anchored. 001A'liy9191707 lqMtlV A. Specified seed drills include Truax Native Grass Drill and John Deere 1550 Power -Till Seeder. PART 3 — EXECUTION tj0]1 M IIs] 9..06111 02935 -2 Wetland Restoration TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Const ruction \02935_ WetlandRestoration.DOC A. Areas shall be loosened, to the satisfaction of the OWNER, to a depth of 6- inches prior to placing topsoil, seed, or sod. B. Topsoil shall be spread out and raked to conform with existing ground elevations. Fill all holes and depressions to a smooth grade. Branches and stones on the surface shall be raked up and removed. Areas to be seeded shall have a topsoil cover of 6 inches minimum and approved by the ENGINEER. f c� 17►�.y � 1 � 1 �J 1► [s i A. Area, if any, to be restored with seed as determined by OWNER. B. Seed Storage: Seed shall be stored in a dark area at a temperature no higher than sixty degrees Fahrenheit and a relative humidity between 20 and 40 percent. Seed shall be protected from mechanical, chemical, and animal damage until the CONTRACTOR is ready to begin planting. C. Till the site with a plow, disc, or harrow to a depth of four to eight inches and to the extent necessary to break up root systems and soil clods to the point where the average clump is less than two inches in diameter. Using a rolling -type packer, pack any areas of tilled, loose, or regarded soil within the zone to be seeded. D. Seed shall be applied to the properly prepared seed bed with a mechanical spreader and shall be thoroughly mixed in. E. Fertilizer shall not be applied to planted buffer areas. F. Pounds pure live seed (PLS) = Pounds Bulk Seed * Germination Rate * Purity (Pounds Bulk Seed is always greater than Pounds PLS). G. BWSR seed mixture 34 -271 shall be applied at a rate of 8.0 PLS lbs /acre, on areas designated on plans. Seed shall be sowed using an agricultural type seed drill designed for planting native grass seed. K. Seed shall be sown approximately 1/8 to 1/4 inch deep and no deeper than V2 inch. L. Fine Seed shall be drop- seeded onto the ground surface from a fine seed box. M. The drill shall be calibrated at half the appropriate seeding rate and each area shall be drilled twice to help ensure even distribution. N. Seeds shall be broadcast spread and raked in areas where heavy machines can not be utilized. O. Immediately following sowing of the seed, all seed areas shall be mulched. Mulch shall be applied at a rate of two (2) tons per acre. Mulch shall be anchored with a disc or tackifier. P. CONTRACTOR shall water seeded areas to promote growth and establish permanent vegetation cover as determined by the OWNER and in accordance with MN /DOT Standard Specification for Construction, latest edition. Watering of seed areas shall be performed 02935 -3 Wetland Restoration TA2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Const ruction \02935_ WetlandRestoration.DOC twice weekly equivalent to 0.5 inches of precipitation over the entire area each time except a watering event will not be necessary if precipitation equivalent to 0.5 inches has fallen within 72 hours of the watering event and with approval of the OWNER. 3.03 EROSION CONTROL A. Remove erosion control only after written notification is received from OWNER. 3.04 FIELD QUALITY CONTROL A. Plantings shall be accepted by OWNER at end of correction period, provided the wetland shows a reasonably even distribution of seedlings are present in a reasonable density. ** *END OF SECTION * ** 02935 -4 Wetland Restoration T:\2294- Corcoran \10 -Sewer and Water Planning (TIF Districts)\Bid Documents \ProjectManual\Division 2 Site Const ruction \02935_ WetlandRestoration.DOC Metropolitan Council Environmental Services SECTION 03410 PRECAST CONCRETE VAULTS PART1 GENERAL 1.1 SECTION INCLUDES A. Precast concrete vaults, consisting of- 1. Cast -in -place or precast concrete base slab. 2. Precast box culvert section(s) standing on end. 3. Cast -in -place or precast concrete top slab. 4. Specialty Engineer design of complete vault structure(s). 1.2 REFERENCES A. American Concrete Institute (ACI): Lift Station L -7 1. 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete. 2. 318/318R Building Code Requirements for Structural Concrete and Commentary. B. American Welding Society (AWS): D1.1 Structural Welding Code Steel. C. American Society for Testing and Materials (ASTM): 1. A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. 2. A615 Standard Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. 3. C33 Standard Specification for Concrete Aggregates. 4. C150 Standard Specification for Portland Cement. 5. C260 Standard Specification for Air - Entraining Admixtures for Concrete. 6. C494 Standard Specification for Chemical Admixtures for Concrete. 7. C877 Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections. 8. C1107 Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Non - shrink). 9. C 143 3 Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers. D. National Precast Concrete Association (NPCA): NPCA QC Manual, Quality Control Manual for Precast Concrete Plants. Precast Concrete Vaults 03410 -1 T:\2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services Lift Station L -7 E. Prestressed Concrete Institute (PCI): 1. MNL -116 Manual for Quality Control for Plants and Production of Structural Precast Concrete Products. 2. MNL -120 PCI Design Handbook— Precast and Prestressed Concrete. F. AASHTO Standard Specifications for Highway Bridges. G. Minnesota Department of Transportation (MnDOT) Standard Specification for Construction. 1.3 DESIGN REQUIREMENTS A. Design of precast concrete vaults shall be the responsibility of the CONTRACTOR. Design calculations shall be prepared and certified by a Professional Engineer currently licensed in good standing in the State of Minnesota and experienced in precast concrete design ( "Precast Vault Specialty Engineer "). B. Design shall be in accordance with ACI 318, PCI MNL -120, and ASTM C 143 3 where applicable. C. Design box structures, bases, top slabs and connections for: 1. Initial handling and erection stresses. 2. Loads: a. Live Load: AASHTO HS 20 b. Soil Weight: 120 pcf for downward load on roof. C. Soil Weight: 100 pcf for resistance to flotation. d. Lateral Load Soil: 90 pcf (equivalent liquid density) e. Water Table Elev.: See Drawings. f. Vault Elevations: See Drawings. Flotation factor of safety: 1.2 1.4 SUBMITTALS A. Submit the following information in accordance with Section 01300 SUBMITTALS: 1. Certified by Precast Vault Specialty Engineer: a. Complete fabrication and installation details, including reinforcing details and concrete mix design. b. Plan and elevation drawings locating and defining all precast material. C. Section and detail drawings showing connections and embedded items. d. All loads used in the structural analysis of the design. 2. Certification that manufacturing plant meets quality assurance requirements. Precast Concrete Vaults 03410 -2 TA2294- Corcoran\10 -Sewer And Water Planning JIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services 1.5 QUALITY ASSURANCE Lift Station L -7 A. Design, fabrication, delivery, and erection of precast units shall be by an organization specializing in providing precast concrete products similar to units required for this project. The organization shall have been regularly and continuously engaged in the manufacture of similar units for at least five years. B. Precast manufacturing plant shall hold current plant certification by one or more of the following: 1. PCI Plant Certification Program. Certification shall be category B 1. 2. NPCA Plant Certification Program. 3. Plant shall be certified in writing as an acceptable plant for MnDOT projects. Certification must specifically include precast units similar to those required in the work. C. Submit proof of plant certification prior to the start of production. D. Design, fabrication, delivery, and erection shall conform to ACI 318, PCI -MNL -120, and ASTM C1433 where applicable. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery: 1. Coordinate fabrication, delivery and erection to prevent delays in the Work. 2. If applicable, deliver anchorage items which are to be embedded in other construction before start of such work. Provide setting diagrams, templates, instructions and directions as required for installation. 3. Deliver precast concrete units to work site in such quantities and at such times to ensure continuity of installation. B. Storage: 1. Store units at work site so that markings are visible and in a manner to ensure against cracking, distortion, staining, or other physical damage. 2. Support units during storage and transportation with hardwood shores to prevent cracking and swelling, as directed by manufacturer. 3. Secure units in place to prevent shifting or undesired movements. C. Handling: 1. Lift and support units at designated lift points. 2. Protect edges of members from chipping or spalling. 3. Transport precast units in a manner to avoid excessive stress or strain on units. 4. Any member damaged during transportation, handling, or erection shall be basis for rejection by the CONTRACTOR or CAR. Any member so damaged and set in place without first consulting CAR shall be done at the risk of the CONTRACTOR. Precast Concrete Vaults 03410 -3 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services Lift Station L -7 1.7 MEASUREMENT AND PAYMENT A. Precast Concrete Vaults 1. Precast Concrete Vaults will be measured by the number of each constructed complete - in- place, including the base, external chimney seal, and cdastings as required. PART 2 PRODUCTS 2.1 MATERIALS A. Cement: ASTM C 150, Type I and Type III. B. Aggregate for concrete: ASTM C33 with maximum aggregate size of 3/4 -inch. C. Water for concrete: Clear and free from deleterious amounts of acids, alkalies or organic materials. D. Concrete Mix Design: MnDOT 3W46 or better. E. Reinforcing: 1. Deformed reinforcing bars: ASTM A615, Grade 60. 2. Steel Welded Wire Reinforcement: ASTM A185 plain type; in flat sheets; unfinished. F. Admixtures: 1. Air entraining admixture: ASTM C260. 2. Water reducing admixture: ASTM C494. G. Joint Grout: One (1) part Portland Cement, ASTM C150, Type I and Three (3) parts clean fine sand by volume. Use minimum water for placement and hydration. H. Joint Sealants: 1. External wrap seal: a. Extruded rubber ribbed gasket meeting requirements of ASTM C877 with water soluble film adhesive. b. Width: 13 inches minimum. C. Manufactures: Equipment from the following manufactures and which meet these specifications will be accepted: i. Cadillac; external pipe joints. 2. Exterior side of joint(s): a. Bentonite based waterstop. b. Manufactures: Equipment from the following manufactures and which meet these specifications will be accepted: i. American Colloid Volclay Waterstop Rx. Precast Concrete Vaults 03410 -4 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services Lift Station L -7 3. Interior side of joint(s): a. High quality butyl rubber 98 percent solids that will not harden, shrink or oxidize. b. Quantity 2 rows; 1/4 -inch. C. Manufactures: Equipment from the following manufactures and which meet these specifications will be accepted: i. E -Z Stik 4. Exterior seal at base or penetrations: a. Hydraulic cement. b. Manufactures: Equipment from the following manufactures and which meet these specifications will be accepted: i. Thoro Waterplug. Non -Shrink Grout: ASTM C1107. Minimum strength at 28 days: 6,000 psi. Internal Protection: See Section 02613 CORROSION RESISTANT LINERS. K. Dampproofing: See Section 02605 MAINTENANCE ACCESS STRUCTURES. L. Casting: See Section 02605 MAINTENANCE ACCESS STRUCTURES. M. Odor Control System: See Section 02605 MAINTENANCE ACCESS STRUCTURES. N. Chimney Seals: See Section 02605 MAINTENANCE ACCESS STRUCTURES. O. Adjustment Rings: See Section 02605 MAINTENANCE ACCESS STRUCTURES. P. Aluminum Ladders: See Section 05500 METAL FABRICATIONS. Q. Valves: See Section 15100 VALVE AND OPERATORS. 2.2 FABRICATION AND MANUFACTURE A. Fabrication procedures shall be in compliance with PCI MNL -116. B. Fabricate precast members in plastic lined or metal forms which are true to line and plane. Form openings 10 -inch or larger in diameter. C. Accurately place reinforcing steel, sleeves, inserts, weld plates, pipe boots, anchor plates and embedded items before concrete is placed. D. Clean reinforcement of loose rust and mill scale, earth and other materials which reduce or destroy bond with concrete. E. Place concrete in a continuous operation to prevent formation of seams or planes of weakness in precast units, complying with requirements of ACI 304R. Thoroughly Precast Concrete Vaults 03410 -5 T:\2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services Lift Station L -7 consolidate placed concrete by internal and external vibrations without dislocation or damage to reinforcement and built -in items. F. Identification: Provide permanent markings to identify pickup points and orientation in structure, complying with markings indicated on final shop drawings. Imprint date of casting on each precast unit on a surface which will not show in finished structure. G. Curing by low- pressure steam, by steam vapor, by radiant heat and moisture, or other similar process may be employed to accelerate concrete hardening and to reduce curing time. H. Provide finishes for formed surfaces of precast concrete as follows: 1. Standard Finish: Normal plant run finish produced in forms that impart a smooth finish to concrete. Small surface holes caused by air bubbles, normal form joint marks, and minor chips and spalls will be tolerated, but no major or unsightly imperfections, honeycomb, or structural defects will be permitted. Patch all holes larger than V2 inch with joint grout or non - shrink grout. 2. Surfaces to receive waterproofing or other finishes: Grind off protrusions greater than 1/8 inch height. Wet surface and apply scrub coat of neat cement grout, completely filling all surface imperfections, bug holes, rock pockets, etc. larger than 1/8 inch in size. Fill holes larger than' /2 inch with joint grout or non -shrink grout prior to scrubbing with neat cement grout. PART 3 EXECUTION 3.1 ERECTION A. Provide proper bearing surfaces to receive the precast concrete units. At time of delivery provide area to allow adequate maneuverability for erection operations. B. Handle precast units with inserts or other devices which permit units to be lifted without incurring cracking or spalling. C. Locate lifting hooks over, or within 10 percent of actual in -place bearing locations, unless otherwise indicated on shop drawings. D. Remove lifting hooks and handling inserts after placement. E. All joints to be sealed to provide zero leakage at 10 feet of water; external pressure. F. Provide and erect headers at the uppermost joint where required. G. Weld in accordance with AWS D1.1. H. Paint all exposed weld plates and welds with zinc chromate type rust inhibitive primer. Steel hangers shall be completely painted with primer prior to installation. 3.2 FINISHING Precast Concrete Vaults 03410 -6 T:\2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services Lift Station L -7 A. Internal Protection: See Section 02613 CORRISION RESISTANT LINERS. B. Surface Preparation: All surfaces to receive coatings or dampproofing shall be grout - scrubbed and allowed to cure as required by manufacturer of finish product(s). END OF SECTION Precast Concrete Vaults 03410 -7 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \03410 Precast Concrete Vaults R10- 19- 06.Docx Metropolitan Council Environmental Services SECTION 15100 VALVES AND OPERATORS PART1 GENERAL 1.1 SECTION INCLUDES A. Manual and automatic valves with accessories. 1.2 REFERENCES Lift Station L -7 A. American National Standards Institute (ANSI): 1. B16.1 Cast Iron Pipe Flanges and Flanged Fittings. 2. C111 Rubber - Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 3. B16.5 Pipe Flanges and Flanged Fittings. B. American Society of Sanitary Engineers (ASSE): 1. 1011 Performance Requirements for Hose Connection Vacuum Breakers. C. American Society of Mechanical Engineers (ASME): 1. B31.1 Power Piping - ASME Code for Pressure Piping. 2. B31.9 Building Services Piping - ASME Code for Pressure Piping. D. American Society for Testing and Materials (ASTM): 1. A126 Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings. 2. B61 Standard Specification for Steam or Valve Bronze Castings. 3. B62 Standard Specification for Composition Bronze or Ounce Metal Castings. 4. B98 Standard Specification for Copper - Silicon Alloy Rod, Bar, and Shapes. 5. B127 Standard Specification for Nickel- Copper Alloy (UNS N04400) Plate, Sheet, and Strip. 6. B139 Standard Specification for Phosphor Bronze Rod, Bar, and Shapes. 7. B164 Standard Specification for Nickel- Copper Alloy Rod, Bar, and Wire. 8. B194 Standard Specification for Copper - Beryllium Alloy Plate, Sheet, Strip, and Rolled Bar. 9. B584 Standard Specification for Copper Alloy Sand Castings for General Applications. 10. D429 Standard Test Methods for Rubber Property - Adhesion to Rigid Substrates. Valves and Operators 15100 -1 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 11. D1784 Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. E. American Water Works Association (AWWA): 1. C500 Metal- Seated Gate Valves for Water Supply Service. 2. C504 Rubber- Seated Butterfly Valves. 3. C508 Swing -Check Valves for Waterworks Service, 2 in. Through 24 in. NPS. 4. C509 Resilient- Seated Gate Valves for Water Supply Service. 5. C510 Double Check Valve Backflow Preventer Assembly. 6. C511 Reduced - Pressure Principle Backflow Prevention Assembly. 7. C540 Power - Actuating Devices for Valves and Slide Gates. 8. C550 Protective Interior Coatings for Valves and Hydrants. 9. C606 Grooved and Shouldered Joints. 10. C800 Underground Service Line Valves and Fittings. F. Manufacturer's Standardization Society (MSS): 1. SP -6 Standard Finishes for Contact Faces of Pipe Flanges and Connecting- End Flanges of Valves and Fittings. 2. SP -25 Standard Marking System for Valves, Fittings, Flanges and Unions. 3. SP -42 Class 150 Corrosion Resistant Gate, Globe, Angle and Check Valves with Flanged and Butt Weld Ends. 4. SP -45 By -pass and Drain Connections. 5. SP -53 Quality Standard for Steel Castings and Forgings for Valves, Flanges and Fittings and Other Piping Components - Magnetic Particle Examination Method. 6. SP -54 Quality Standard for Steel Castings for Valves, Flanges and Fittings and Other Piping Components - Radiographic Examination Method. 7. SP -55 Quality Standard for Steel Castings for Valves, Flanges and Fittings and Other Piping Components - Visual Method for Evaluation of Surface Irregularities. 8. SP -61 Pressure Testing of Steel Valves. 9. SP -67 Butterfly Valves. 10. SP -70 Gray Iron Gate Valves, Flanged and Threaded Ends. 11. SP -71 Gray Iron Swing Check Valves, Flanged and Threaded Ends. 12. SP -72 Ball Valves with Flanged or Butt - Welding Ends for General Service. 13. SP -78 Cast Iron Plug Valves, Flanged and Threaded Ends. 14. SP -80 Bronze Gate, Globe, Angle and Check Valves. 15. SP -81 Stainless Steel, Bonnetless, Flanged Knife Gate Valves. 16. SP -85 Gray Iron Globe & Angle Valves, Flanged and Threaded Ends. 17. SP -86 Guidelines for Metric Data in Standards for Valves, Flanges, Fittings and Actuators. 18. SP -88 Diaphragm Valves. 19. SP -91 Guidelines for Manual Operation of Valves. 20. SP -92 MSS Valve User Guide. Valves and Operators 15100 -2 T:\2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 21. SP -93 Quality Standard for Steel Castings and Forgings for Valves, Flanges and Fittings and Other Piping Components- Liquid Penetrant Examination Method. 22. SP -94 Quality Standard for Ferritic and Martensitic Castings for Valves, Flanges, and Fittings and Other Piping Components - Ultrasonic Examination Method. 1.3 SUBMITTALS A. Provide following submittals consistent with Section 01300 SUBMITTALS. B. Shop Drawings: Product data sheets for make and model. 2. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. 3. Valve pressure and temperature rating. C. Quality Control: 1. Tests and inspection data. 2. Manufacturer's Certificate of Proper Installation. 3. Plug Valve Certificate: All plug valves for whatever service, shall be capable of passing "pigging" cleaning equipment (using a Girard or similar cleaning pig of full nominal pipeline diameter) in either direction and manufacturer shall so certify that this may be done without the use of special equipment. D. Technical Repair Manuals consistent with Section 01730 OPERATION AND MAINTENANCE DATA. 1.4 MEASUREMENT AND PAYMENT A. VALVES AND OPERATORS Payment for the Air/Vacuum Valve with Vent Piping shall be paid Lump Sum (LS) The system shall be complete as detailed in the plans. PART 2 PRODUCTS 2.1 GENERAL A. Valve to include operator, actuator, handwheel, chain wheel, extension stem, floor stand, worm and gear operator, operating nut, chain, wrench, and accessories for a complete operation. B. Valve to be suitable for intended service. Renewable parts shall not be of a lower quality than specified. Valves and Operators 15100 -3 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services C. Valve same size as adjoining pipe unless otherwise noted. D. Valve ends to suit adjacent piping. E. Size operator to operate valve for the full range of pressures and velocities. F. Valve to open by turning counterclockwise. G. Factory mount operator, actuator, and accessories. 2.2 MATERIALS Lift Station L -7 A. Brass and bronze valve components and accessories that have surfaces in contact with water shall be alloys containing less than 16 percent zinc and 2 percent aluminum. B. Approved alloys are of the following ASTM designations: 1. B61, B62, B98 (Alloy UNS No. C65100, C65500, or C66100), B139 (Alloy UNS No. C51000), B584 (Alloy UNS No. C90300 or C94700), B164, B 194, and B 127. 2. Stainless steel Alloy 18 -8 may be substituted for bronze. 2.3 FACTORY FINISHING A. Epoxy lined cast iron body valves, where specified 1. In accordance with AWWA C550. 2. Either two -part liquid material or heat - activated (fusion) material except only heat - activated material if specified as "fusion" or "fusion bonded" epoxy. 3. Minimum 7 -mil dry film thickness except where limited by valve operating tolerances. B. Epoxy coat buried cast iron body valves consistent with Article 2A.A.1 through 3. 2.4 PLUG VALVES A. Eccentric Valve 3 Inches and Smaller: Nonlubricated type rated 175 psig CWP, drip - tight shutoff with pressure from either direction, cast iron body, threaded ends, cast iron plug, coated with Buna -N or Hycar with round or rectangular port, seat Type 316 stainless steel or nickel, stem bearing self - lubricating stainless steel or reinforced Teflon, stem seal multiple V- rings, U -cups, or 0-rings of nitrile rubber. Manufacturers: a. Pratt; Ballcentric. b. DeZurik; PEF Series. B. Eccentric Valve 3 Inches Through 12 Inches: Valves and Operators 15100 -4 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 1. Nonlubricated type rated 175 psig CWP, drip -tight shutoff with pressure from either direction, cast iron body with flanged ends or grooved ends in accordance with AWWA C606 for rigid joints, mechanical joint ends for buried valve. Plug cast iron, coated with Buna -N or Hycar, with round or rectangular port of no less than 100 percent of connecting pipe area seats Type 316 stainless steel or nickel, stem bearing self - lubricating stainless steel or reinforced Teflon, stem seal multiple V- rings, U -cups, or 0-rings of nitrile rubber, grit seals on stem. 2. Valve 3 through 4 inches with wrench lever manual operator. Valve 6 through 12 inches with totally enclosed, geared, manual operator with handwheel, 2 -inch nut, or chain wheel. 3. Manufacturers: a. Keystone; Ballcentric b. DeZurik; PEF Series. C. Millcentric C. Eccentric Valve 14 Inches Through 20 Inches: 1. Nonlubricated type rated 150 psig CWP, drip -tight shutoff with pressure from either direction, cast iron body with flanged ends or grooved ends in accordance with AWWA C606 for rigid joints, mechanical joints where shown, plug cast iron, coated with Buna -N or Hycar, with round or rectangular port of no less than 100 percent of connecting pipe area seat Type 316 stainless steel or nickel, stem bearing self - lubricating stainless steel or reinforced Teflon, stem seal multiple V- rings, U -cups, or 0-rings of nitrite rubber, grit seal on stem. 2. Furnish totally enclosed, geared, manual operator with handwheel, operating nut or chain wheel. Manufacturers: a. Pratt; Ballcentric. b. DeZurik; PEF Series. C. Millcentric D. Gauge Cock: 1/4 -inch bronze body, hexagonal end pattern, tee head, male ends, rated 125 -pound SWP. Manufacturer: United Brass Works; Figure 973. 2.5 CHECK VALVE A. Check Valve 2 Inches and Smaller: All- bronze, screwed ends and cap, swing type replaceable Buna -N disc, rated 125 -pound SWP, 200 -pound WOG. Manufacturer: Watts. B. Check Valve 2 -1/2 Inches Through 24 Inches: Swing type, flanged end, ASTM A126 GR.0 cast iron body, field replaceable bronze seat, Buna -N disc seat, solid bronze hinges, T 303 stainless steel hinge shaft (keyed to disc) with stainless or cast steel weighted lever or levers, adjustable wieght to prevent slamming of valve during closure, rated 125 -pound SWG, 200 -pound WOG minimum. Furnish factory painted finish. Conform to AWWA C508. Valves and Operators 15100 -5 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 1. Manufacturers: a. Apco Series 6000CLW. b. Golden- Anderson Figure 220. C. Or others which meet the requirements of this Specification. C. PVC Ball Check Valve 4 Inches and Smaller: ASTM D1784, Type I polyvinyl chloride body, single or dual union socket weld ends, rated 150 psi at 73 degrees F, and Viton seat and seal. 1. Manufacturers: a. R &G Sloane Manufacturing Co., Inc. b. Nibco Chemtrol. 2.6 SURGE RELIEF VALVE A. Body: Cast iron angle design with integral flanges per ANSI A126 Gr.B. B. Body Seat Ring: Aluminum bronze. C. Cover: Ductile iron flanged cover through which all service can be accomplished without removing the valve from the line. D. Disc Seat: Buna -N. E. Disc: Steel. F. Valve Inlet: Flanged, sizes as noted on the Drawings. G. Valve Outlet: Flanged, sizes as noted on the Drawings. H. Coating: ANSI/AWWA C550 epoxy coating, inside of body and cover. Manufacturer's standard exterior primer, compatible with epoxy field coating as per Section 09900 PAINTING. I. Pressure Rating: 175 psi, bubble -tight closure. J. Visual valve position indicator. K. Adjustable closing speed controls. L. Verify dimensions are compatible with the facility. M. Factory set to 125 psi and tag. N. Approved Manufacturers: GA Industries Inc., Model: 625 -D (Angle), Apco Series 3000. 2.7 BALL VALVES Valves and Operators 15100 -6 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 A. Stainless Steel Ball Valve 1/2 Inch to 4 Inches: ASTM A276 GR 316 or ASTM A351 GR CF8M stainless steel body, Type 316 stainless steel balls, three -piece type, screwed ends, rated 1,000 -pound WOG, with seat, body seal, and stem packing reinforced PTFE, lever operator. Manufacturers: a. Milwaukee; BA370. b. Walworth; Figure 597. C. Contromatics; B Series. d. Apollo e. Jamesbury Valves and Operators 15100 -7 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 2.8 SELF - CONTAINED AUTOMATIC VALVES A. Sewage Combination Air/Vacuum Valve: 1. Suitable for sewer service, combines the operating functions of both an air and vacuum valve and air release valve. The air and vacuum portion to automatically exhaust air during filling of a system and allow air to re -enter during draining or when a vacuum occurs. Air release portion to automatically exhaust entrained air that accumulates in system. Single body unit or a separate air and vacuum valve and an air release valve mounted on a common header. 2. Rated 250 psi working pressure and built with standard elongated bodies, stainless steel body, covers with composite float and trim. 3. Sewage combination air, quick disconnect couplings, and 6 feet of hose to permit backflushing without dismantling valve. 4. Manufacturers: a. A.R.I.; D -020 S.S. b. H -TEC; Model 986 2.9 SOLENOID VALVE 2 INCHES AND SMALLER: 5. Two -way internal pilot operated diaphragm type, brass body, resilient seat suitable for air or water, solenoid coil molded epoxy, NEMA Class A, 120 volts ac, 60 -Hz, unless otherwise indicated. Solenoid enclosure NEMA 250, Type 4 unless otherwise indicated. Size and normal position closed when de- energized. Open when energized. 6. Minimum operating pressure differential no greater than 5 psig, maximum operating pressure differential not less than 125 psig. 7. Manufacturer: ASCO; 2.10 MANUAL OPERATORS A. General: 1. Operator force not to exceed 40 foot - pounds under any operating condition, including initial breakaway. Provide gear reduction operator when force exceeds 40 pounds. 2. Operator self - locking type or equipped with self - locking device. 3. Position indicator on quarter -turn valves. 4. Worm and gear operators one -piece design worm -gears of gear bronze material. Worm hardened alloy steel with thread ground and polished. Traveling nut type operators threaded steel reach rods with internally threaded bronze or ductile iron nut. B. Exposed Operator: 1. Galvanized and painted handwheels. 2. Lever operators allowed on quarter -turn valves 8 inches and smaller. 3. Cranks on gear type operators. 4. Chain wheel operator with tiebacks, extension stem, floor stands, and other accessories to permit operation from normal operation level. Valves and Operators 15100 -8 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services 5. Valve handles to take a padlock, and wheels a chain and padlock. 2.11 ACCESSORIES A. T- Handled Operating Wrench: 1. 1 each galvanized operating wrenches, 4 feet long. 2. Manufacturers: a. Mueller; No. A- 24610. b. Clow No.; F -2520. Lift Station L -7 B. Extension Bonnet for Valve Operator: Complete with stem and accessories for valve and operator. 1. Manufacturers: a. Pratt. b. Allis- Chalmers. C. Floor Stand and Extension Stem: 1. Nonrising, indicating type. 2. Complete with stem, coupling, handwheel, stem guide brackets, and yoke attachment. 3. Stem Guide: Space such that stem L/R ratio does not exceed 200. 4. Anchor Bolts: Type 304 SST. 5. Manufacturers: a. Clow; Figure F -5515. b. Mueller, Figure A- 26426. D. Floor Box and Stem: 1. Plain type, for support of nonrising type stem. 2. Complete with stem, operating nut, and stem guide brackets. 3. Stem Guide: Space such that stem L/R ratio does not exceed 200. 4. Anchor Bolts: Type 304 SST. 5. Manufacturers: a. Neenah Foundry; R 7506. b. Clow; No. F5690. E. Chain Wheel and Guide: 1. Handwheel direct -mount type. 2. Complete with chain. 3. Galvanized or cadmium- plated. 4. Manufacturers: a. Clow Corp.; Figure F -5680. b. Walworth Co.; Figure 804. C. DeZurik Corp.; Series W or LWG. Valves and Operators 15100 -9 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 F. Concrete Valve Box: Designed for traffic loads, sliding type, with minimum of 8 -inch ID cover. 1. Box: Concrete, minimum depth 12 inches, cast iron ring seat. 2. Lid: Cast iron, minimum depth 3 inches, marked SEWER. 3. Extensions: Cast iron pipe. PART 3 EXECUTION 3.1 INSTALLATION A. Flange Ends: 1. Flanged valve bolt holes shall straddle vertical centerline of pipe. 2. Clean flanged faces, insert gasket and bolts, and tighten nuts progressively and uniformly. B. Screwed Ends: 1. Clean threads by wire brushing or swabbing. 2. Apply joint compound. C. Valve Orientation: 1. Except for plug valves as modified by (3) below; a. Install operating stem vertical when valve is installed in horizontal runs of pipe having centerline elevations 4 -feet 6- inches or less above finished floor, unless otherwise shown. b. Install operating stem horizontal in horizontal runs of pipe having centerline elevations between 4 -feet 6- inches and 6 -feet 9- inches above finish floor, unless otherwise shown. 2. Orient butterfly valve shaft so that unbalanced flows or eddies are equally divided to each half of the disc, i.e., shaft is in the plane of rotation of the eddy. 3. If no plug valve seat position is shown, locate as follows: a. Horizontal Flow: The flow shall produce an "unseating" pressure, and the plug shall open into the top half of valve (stem horizontal). b. Vertical Flow: Install seat in the highest portion of the valve. D. Install a line size ball valve and union upstream of each solenoid valve, in -line flow switch, or other in -line electrical device, excluding magnetic flowmeters, for isolation during maintenance. E. Install safety isolation valves on fuel oil. F. Locate valve to provide accessibility for control and maintenance. Install access doors in finished walls and plaster ceilings for valve access. Valves and Operators 15100 -10 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services Lift Station L -7 G. Extension Stem for Operator: Where the depth of the valve is such that its centerline is more than 3 -feet below grade, furnish an operating extension stem with 2 -inch operating nut to bring the operating nut to a point 6- inches below the surface of the ground and/or box cover. H. Torque Tube: Where operator for quarter -turn valve is located on floor stand, furnish extension stem torque tube of a type properly sized for maximum torque capacity of the valve. I. Floor Box and Stem: Steel extension stem length shall locate operating nut in floor box. Chain Wheel and Guide: Install chain wheel and guide assemblies or chain lever assemblies on manually operated valves over 6 feet 9 inches above finished floor. Where chains hang in normally traveled areas, use appropriate "L" type tie -back anchors. 3.2 PAINTING A. In accordance with Section 09900 PAINTING. B. Safety isolation valves and lockout valves with handles, handwheels, or chainwheels: Safety Yellow. 3.3 FIELD QUALITY CONTROL A. Testing and Inspection: 1. Valve may be either tested while testing pipelines, or as a separate step. 2. Test that valves open and close smoothly with operating pressure on one side and atmospheric pressure on the other, in both directions for two -way valve applications. 3. Inspect air and vacuum valves as pipe is being filled to verify venting and seating is fully functional. 4. Count and record number of turns to open and close valve; account for any discrepancies with manufacturer's data. 5. Set, verify, and record set pressures for all relief and regulating valves. 6. Automatic valve to be tested in conjunction with control system testing. END OF SECTION Valves and Operators 15100 -11 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \15100 Valves And Operators.Docx Metropolitan Council Environmental Services SECTION 16690 UTILITY TRACING SYSTEMS PART1 GENERAL 1.1 SECTION INCLUDES A. Tracer wire systems for metallic and non - metallic pipe. B. Passive Electronic Markers (PEM). 1.2 REFERENCES A. American Society of Testing and Materials (ASTM): Lift Station L -7 1. ASTM B 1 Standard Specification for Hard -Drawn Copper Wire. 2. ASTM B227 Standard Specification for Hard -Drawn Copper -Clad Steel Wire. 3. ASTM D1248 Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable. B. Commercial Specification SD 117 for Stainless Steel Wire Rope. 1.3 SUBMITTALS A. Submit the following items consistent with Section 01300 SUBMITTALS: 1. Product Data: a. Data sheets for conductor (wire), including gauge, insulation type, insulation thickness, and insulation color. b. Data sheets for access boxes and ancillary materials. C. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. d. Pressure and temperature rating. e. Data sheets for Passive Electronic Markers. 2. Passive Electronic Marker installation Data: a. Electronic spreadsheet file containing a unique numbered identifier, county system based coordinates, depth, surface elevation, and description for each installed Passive Electronic Marker. B. Submit Operations and Maintenance Manual consistent with Section 01730 OPERATION AND MAINTENANCE DATA. 1.4 MEASUREMENT AND PAYMENT Tracer wire shall be considered incidental to the pipe cost. Utility Tracing Systems 16690 -1 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Stnd Per SD.Docx Metropolitan Council Environmental Services Lift Station L -7 PART 2 PRODUCTS 2.1 TRACER WIRE A. Conform to the applicable requirements of ASTM B -1 and ASTM D1248. B. Conductor for use in open cut trench: Double conductor # 12 AWG Solid Copper Type tracer wire with High Density Polyethylene (HDPE) jacket. Conductors shall be solid, 21% conductivity copper. C. Jacket: Color coded green for sewers. Thickness: 30 mil. Rated for 30 volts. D. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. 1. Kris -Tech Wire Company 2. Copperhead Industries. 2.2 ACCESS BOXES A. Copperhead Industries 14- inches long with 2 -3/4 inches ID ABS shaft, cast iron pentagonal locking lid, encapsulated magnetic beacon, internal swivel tracer wire connection lug, and arched base to resist pull -out or others which meet the requirements of this Specification. Access box lids shall be color coded green for sewers. 2.3 PASSIVE ELECTRONIC MARKERS A. Passive Electronic Marker (PEM) containing a passive circuit that transmits a uniform and spherical or self leveling vertical radio frequency signal when excited by a standard passive electronic marker locator. B. The PEM housing shall of a type which is made of water- resistant high- impact strength plastic and ball shaped with a maximum diameter of 4.5- inches. C. The PEM shall be color coded using standard colors assigned to the marked utility (e.g.: green for sewer and blue for water) and transmit a signal detectable to a range of 5 feet using standard frequencies assigned to the marked utility (e.g.: 121.6 kH for sewer and 145.7 kH for water). D. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. 1. TempoR Omni MarkerTM manufactured by Greenlee Textron, Inc. 2. 3MTM ScotchMarkTM Electronic Ball Marker model 1403 -XR manufactured by 3M Corporation. 2.4 ANCILLARY MATERIALS A. Electrical tape: linerless rubber high - voltage splicing tape and vinyl electrical tape suitable for moist and wet environments. Utility Tracing Systems 16690 -2 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Stnd Per SD.Docx Metropolitan Council Environmental Services Lift Station L -7 B. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. 1. 3M Products, Scotch 130 C. 2. 3M Products, Scotch 88. C. Connectors (Three -Way Lug): Allows tap without cutting the main line. Wire Size: #14- 10 solid copper and #12 steel core copper -clad tracer wire. Includes silicon sealant. Designed for direct burial. D. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. Copperhead Industries CH90120. E. Connectors (Wire nuts): Joins up to 4 #12 wires. Wire Size: #22 -8 solid copper and #12 steel core copper -clad tracer wire. Designed for direct burial. F. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. Copperhead Industries CHI 0666. PART 3 EXECUTION 3.1 INSTALLATION A. Tracer Wire: 1. Tape tracer wire to opposite sides of non - metallic pipe every ten feet (approximately). Use caution during installation to prevent stretching wire and nicking or cutting wire insulation. 2. Install plastic warning tape above non - metallic pipe as per Section 02316 FILL AND BACKFILL. 3. Tracer wire shall be continuous between maintenance structures. 4. Coil sufficient length of wire inside access box so that when straightened they would extend 18- inches above top of access box. Connect end of tracer wire to access box swivel wire connector. B. Access Boxes: 1. Quantity: One at each Utility Structure. 2. Gravel base: Access box shall be surrounded by 6" of gravel on all sides to prevent weed growth and erosion. 3. Mount next to Utility Structure. See detail on the plans for additional information. Contractor shall furnish "as- built" drawings with the locations of access boxes clearly indicated. 4. Provide junction box for tracer wire easily select continuity or an open circuit. Utility Tracing Systems 16690 -3 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Stnd Per SD.Docx Metropolitan Council Environmental Services C. Connections to Metallic Pipe: Lift Station L -7 1. Bond tracer wire to metallic pipe at transitions to non - metallic pipe as specified below. 2. The electrical connection of copper wire or copper strap to metallic (steel, cast iron, and ductile iron) surfaces shall be by the thermite weld method. 3. Assure that pipe or fitting wall thickness is of sufficient thickness that the thermite weld process will not damage the pipe or fitting wall's integrity or damage the lining in any way. 4. All connections to stainless steel materials, copper, and light wall steel tubing (0.035 -inch or less), shall be either with a silver soldered connection (silver brazing) or a physical type connection. 5. Connections to stainless steel fittings and appurtenances can be made with a ring tongue terminal placed under a bolt or a soldered connection. Cadweld connections to stainless steel are not allowed. 6. Connection to metallic or ferrous components of concrete cylinder pipe shall be with a cadweld or welded type connection. D. Thermite Weld or Cadweld Method: 1. The CONTRACTOR is responsible for repair of any damage to pipe, fitting, lining, or coating as a result of the thermite weld process. 2. Make thermite weld connections at locations as directed by pipe manufacturer so as to not damage pipe gasket or internal linings exposed to liquid. 3. For heat - shrink sleeve coated pipe joints, the copper joint bond strap shall be installed and the connection cleaned prior to installation of the heat shrink joint coating. Copper strap bonds shall be formed to match profile of joints, so as to allow full encapsulation with the heat shrink sleeve joint coating. Install filler wedge or filler tape parallel to copper strap and joint so as to provide a smooth transition for heat shrink sleeve. 4. For lined (epoxy, polyurethane, polyethylene, etc) pipe where damage may occur to lining from the thermite welding process make thermite connection on the shop welded stud or thermite weld plates provided on the pipe for this purpose. Clean the fitting surface, steel studs, or thermite tab plate to bright metal before thermite welding. 5. If approved by pipe or fitting manufacturer, for pipe bell and spigot joints and flanged fittings, connections to the pipe or fitting end may be made directly to the pipe or fitting on the non - pressured (dry) side of the pipe joint or fitting surface. On pipe and fittings when making connections to surface exposed to dry environment, taking care to not damage gaskets or sealing devices. 6. The electrical quality and resistance of the connection is dependent on proper adhesion of the welded connection to the pipe or fitting surface. Observe proper thermite weld material selection, safety precautions, surface preparation, and welding procedures as recommended by the material manufacturer. E. Passive Electronic Markers (PEMs): 1. PEMs shall be installed a maximum depth of 3 -feet except where future cuts or fills dictate a shallower of deeper bury depth. 2. PEMs shall be buried at locations with known survey coordinates or placed and Utility Tracing Systems 16690-4 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Stnd Per SD.Docx Metropolitan Council Environmental Services Lift Station L -7 surveyed in the field to a horizontal accuracy of 0.1 feet. PEMs shall be installed at the following locations: a. At a maximum of 200 -foot spacing along the pipeline alignment. b. Within clear site of the two adjacent markers. C. At each end of a casing. d. At each crossing with other utilities. e. At both edges of crossings with roadways, railroads, streams, or other natural features or surface improvements. f. At every 1 -foot of deflection along an arc. g. At buried connections, bends, and valves. F. Dual force main shall have PEMs and tracer wire. 3.2 FIELD QUALITY CONTROL A. Testing: Test each splice and all bonds to metallic pipe for continuity in accordance with the Digital Low Resistance Ohmmeter Method as specified below. B. Digital Low Resistance Ohmmeter Method: 1. Furnish the following equipment and materials: a. One digital low resistance ohmmeter (DLRO) Biddle 247000 Series. DLRO shall have Kelvin Bridge type measurement circuit, minimum 10 amperes of current, and micro -ohm resistance resolution to 0.1 micro - ohms with 0.25 percent accuracy. Biddle Series 247000 DLRO Meters, Model Numbers 247000, 247001, or 247002 and the Biddle Megger Ductor DLRO 10 or 10X. b. One set of duplex test leads heavy duty fixed point current and potential handspikes, Biddle Model No. 242002 -30, (Minimum 30 -foot long cable length required). Four (4) foot cable lengths can be provided for individual joint bond resistance testing, but 30 -foot cables must be provided for pipe span calibration testing. Leads are calibrated and shall not be spliced. C. One calibration shunt rated at 0.001 ohms, 100 amperes. d. Manufacturers: Equipment from the following manufacturers and which meet these specifications will be accepted. 1) Biddle Model No. 249004. 2) MCM Miller 0.0001 ohms. 3) 100 amperes Shunt. 4) Megger International (formally AVO International), Dallas, TX manufactures Biddle Instruments (800- 723 - 2861). 5) DLRO instruments are available for rental from some corrosion material suppliers, local electric supply houses, and/or national equipment rental firms. 2. Test Procedure: a. Measure the resistance of joint bonds with the low resistance ohmmeter in accordance with the manufacturer's written instructions. b. Set meter on 10 -amp range during test measurements. C. Use the duplex handspikes to contact the pipe on each side of the joint, without touching the thermite weld or the bond. Utility Tracing Systems 16690 -5 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Sind Per SD.Docx Metropolitan Council Environmental Services Lift Station L -7 d. The contact area shall be cleaned to bright metal by filing or grinding and without any surface rusting or oxidation. e. Record the measured joint bond resistance on the test form described herein and attached. f. Repair any damaged pipe coating in accordance with Section 09900 PAINTING. END OF SECTION Utility Tracing Systems 16690 -6 TA2294- Corcoran\10 -Sewer And Water Planning (TIF Districts)\Bid Documents\Projectmanual\Division 2 Site Construction \16690 R10 -31 -06 Stnd Per SD.Docx 8 E b CONSTRUCTION PLANS FOR wAKN ACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTNG UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651- 454 -0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND BEFORE OTHER IGI CONTRACTOR REPLACE SEWER AND WATER UTILITY PROJECT THEABOVE DAMA EDDURNG CONSTRUCTION AT NO OSO THE OWNER. CITY OF CORCORAN, M I N N E S O T A CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651 - 454 -0002 TOLL FREE 1 -800- 252 -1166 PROJECT ." .... — "` LOCATION wrote. Corcoran PIe Grc .... cq[gy.,. N9� 4°q JS Mud 0 5000 10000 GRAPHIC SCALE IN FEET VICINITY MAP GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLETED WITH IN THE CONSTRUCTION OF THIS PROJECT. MARCH 2012 7 41, 44 0 1000 2000 GRAPHIC SCALE IN FEET COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNI APP I REV DATE N0lafelIgoa901011Y to] 00aElI INDEX OF SHEETS G -101 TITLE AND INDEX SHEET G -102 COMPOSITE SITE PLAN G -103 COMPOSITE SITE PLAN G -104 COMPOSITE SITE PLAN EC -101 EROSION CONTROL PLAN EC -102 EROSION CONTROL PLAN EC -103 EROSION CONTROL PLAN EC -104 EROSION CONTROL PLAN C -101 PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 C -102 PLAN AND PROFILE STA. 15 +00 TO STA. 30 +0 C -103 PLAN AND PROFILE STA. 30 +00 TO STA. 43 +0 C -104 PLAN AND PROFILE STA. 43 +00 TO STA. 54 +0 C -105 PLAN AND PROFILE STA. 54 +00 TO END C -106 PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 C -107 PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 D -101 DETAILS D -102 DETAILS D -103 DETAILS PRIME CONSULTANT PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT Wen c k CITY OF CORCORAN ®C.- E.W+'<e W`° 5 "` CORCORAN, MINNESOTA DRAFT SHEET TITLE TITLE AND INDEX SHEET OWN BY CHK'D APP'D DWG DATE 11 —09- JV8 DC I SCALE AS SHOW PROJECT NO. SHEET NO. I M 2294 -15 G -101 �I f M . s � • .R ,, 77 — • - MH #5� — — — — — — — — — — — — — —� —� —� — > > > > > > > —> > —> > >— = > =� 1 ENS MH #2 � — — — — MH #4 — MH #3 � � � T � I • ......... E L� t s I \ w \ NE 1�4 025TME19, 1EMPORARY EASE NT C-hON Now or Formerly • $E T. I 2� F�'t -d� C.Vftt• Na 1017215 MH #6'� I mow\ ♦ g ^ TV LEGEND — WET EXISTING CONTOURS — — — — PROPERTY LINE — — — — — EASEMENT LINE — SECTION LINE I— III FENCE LINE GAS UNDERGROUND GAS LINE OVERHEAD POWER UP UNDERGROUND POWER T UNDERGROUND TELEPHONE TV UNDERGROUND CABLE TV — WET DELINEATED WETLAND • PROPOSED MANHOLE PROPOSED SANITARY j j } SEWER LINE I— III PROPOSED WATERMAIN N PROPOSED FORCEMAIN PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE 0 100 0 r =loo' S?, Now orJ SWOminer.ly Tax Ik 25-1" 23- 14- 0001 Doc Na 9093151 r r _ N III �I I I I a � I I 1ts 0. i• .r •, .I - M 1 i I � J FUTURE METROP( COUNCIL UFT 1 I _ STATION — — — — — — — MH #1 T c w -� S te'~► ��_ ^ 0 40 \ /I / I .p. I II I �I II I II I I I I I I II I I II I ICI I I I I I vv I �\ ` � I I I 7 ar 4j \h \h h t/ I I sl I I` � • �1 � I I I I I � � �•, • I' I I II , I I I I I I i I I I i I I I I I I I II I I 0"I Pb �1 r MH #11 l I I I � � 1 #12 MH #11 PROPERTY LINE — — — — — EASEMENT LINE — SECTION LINE FENCE LINE - GAS UNDERGROUND GAS LINE - OVERHEAD POWER - UP UNDERGROUND POWER > > I o I- - — — — — — — — — —35 ±00 _ I I I MH 110 im #9 — — — — — I I I I I I I I � qp �1 I, LEGEND t -q ' 7� a 1 1 IL I I • r a I i J+ •j1M� � •� , ' • Ma A& . r � per' ' � ' • ` ate, /�♦ -1 � fl 1 i_ 1 1 IY — — — 30 +00 — — MH #8 — — — 25 +00 Tm MH #7 - - - -- w • I r 1 AH #8 — — —20 ±00 49 I I v to MH #44---j7 j- TV EXISTING CONTOURS — — — — PROPERTY LINE — — — — — EASEMENT LINE — SECTION LINE FENCE LINE - GAS UNDERGROUND GAS LINE - OVERHEAD POWER - UP UNDERGROUND POWER T UNDERGROUND TELEPHONE t -q ' 7� a 1 1 IL I I • r a I i J+ •j1M� � •� , ' • Ma A& . r � per' ' � ' • ` ate, /�♦ -1 � fl 1 i_ 1 1 IY — — — 30 +00 — — MH #8 — — — 25 +00 Tm MH #7 - - - -- w • I r 1 AH #8 — — —20 ±00 49 I I v to MH #44---j7 j- TV UNDERGROUND CABLE TV WET DELINEATED WETLAND • PROPOSED MANHOLE PROPOSED SANITARY N SEWER LINE 1-1-1-1 PROPOSED WATERMAIN N PROPOSED FORCEMAIN PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY EASEMENT o 100 200 APPROXIMATE TREE LINE �J COUNCIL REVIEW I JVB I Ki 4- 05 -20' REVISION DESCRIPTION I DWN APP REV DATE SEAL PRIME CONSULTANT Wenck O Wenck Aeeociatee, Inc. Wab Sita www.wen&- C,m tin en¢ine.m PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT CITY OF CORCORAN CORCORAN, MINNESOTA 5 i i v I�r Y- DRAFT HEET TITLE COMPOSITE SITE PLAN STA. 16 +00 TO STA. 44 +00 ,WN BY I CHK'D APP'D DWG DATE 11-09-20 JVB DC SCALE AS SHOWN 'ROJECT NO. SHEET NO. REV 2294 -15 G -103 1 '~ • ,/ r iQ iii i i ow O.P 4 i I MH #19 I I I LEGEND NW 1/4 OF THE N9, W R23. SECTION 25. T11 TV EXISTING CONTOURS — - - — PROPERTY LINE — — — — — EASEMENT LINE — SECTION LINE FENCE LINE GAS UNDERGROUND GAS LINE N OVERHEAD POWER UP UNDERGROUND POWER T UNDERGROUND TELEPHONE NW 1/4 OF THE N9, W R23. SECTION 25. T11 TV UNDERGROUND CABLE TV — WET DELINEATED WETLAND • PROPOSED MANHOLE PROPOSED SANITARY SEWER LINE 1 -1 -11 PROPOSED WATERMAIN N PROPOSED FORCEMAIN PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE I I GOOD SHEPHERD SECOND ADD ---7 M MAPLE HIL go r w I 1 I I 1 � I � I LOT 2 op 40. I � I I I, I i 1 I I DRAFT SILT I'll TYP p 15 +00 14 +00 �St LEGEND EXISTING CONTOURS - - - - - -- PROPERTY LINE EASEMENT LINE — SECTION LINE x FENCE LINE —GAS GAS UNDERGROUND GAS LINE au OVERHEAD POWER — Up — up UNDERGROUND POWER —T—T— UNDERGROUND TELEPHONE — UNDERGROUND CABLE TV ASEM �w 1 ---- - - - - -- ---== ���ERM =NEST EA�EMENT 10 +00 _� AV 00 C, 5 +00 L Now or Formerly �6 Frwcis M Ceurs Fa Ltd Ptsh —�S — L Tax Id: 25- 119 -13 -11 -0001 L Certificate Na 1017215 SEQUENCE FOR CONSTRUCTION — CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT CONTROL DEVICES AND — CONSTRUCTION ENTRANCES. — CONTRACTOR SHALL CONTACT CITY FOR APPROVAL OF SEDIMENT CONTROL. — CONTRACTOR SHALL INSTALL UTILITIES. — CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS. —ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED, OBTAIN APPROVAL FROM THE CITY ENGINEER. — CONTRACTOR SHALL REMOVE SEDIMENT CONTROL DEVICES WITHIN TWO WEEKS OF CITY APPROVAL. — CONTRACTOR SHALL SUBMIT NOTICE OF TERMINATION TO MPCA WITHIN 7 DAYS OF FINAL STABILIZATION ACCEPTANCE. EROSION CONTROL NOTES 1. CONTRACTOR SHALL BE FAMILIAR NTH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 2. ALL WORK SHALL COMPLY WITH THE GUIDELINES SET FORTH IN THE MPCA'S PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINNESOTA, AND THE US —EPA'S STORM WATER MANAGEMENT FOR CONSTRUCTION ACTIVITIES. 3. ALL EROSIONAL CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITY ON —SITE. — �T — * — VE DELINEATED WETLAND Now or Clarence J SO- PROPOSED MANHOLE T. Id: 25- 1! " -23 -14 -0001 Dw. No. 9093151 PROPOSED SANITARY PROJECT TITLE SEWER LINE 1-1-1-1 PROPOSED WATERMAIN N PROPOSED FORCEMAIN —«— FUTURE FORCEMAIN — — — PROPOSED PERMANENT EASEMENT N SEC 25, T 119 R 23 PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE II EL V= 974.47 NGVD 09 PROPOSED SILT FENCE 4• ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS OF FINAL GRADING, SEED MIXTURE SHALL BE MN /DOT MIXTURE 250 -70 LBS /ACRE. MN /DOT MULCH TYPE 1 (2 TONS PER ACRE) TO BE DISC ANCHORED. FERTILIZER SHALL BE 10/10/10. SEED MIXTURE FOR WETLAND AREAS SHALL BE MN/DOT 34 -271. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES UNTIL SITE STABILIZATION HAS BEEN ACCEPTED. THE MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: a. REMOVE SEDIMENT FROM PONDS WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. b. REMOVE SILT WHEN ACCUMULATION REACHES ONE -THIRD THE HEIGHT OF THE SILT FENCE. c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING CONSTRUCTION MAY BE NECESSARY. d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED SURFACES CLEAN OF SEDIMENT AND MUD. SWEEPING AND /OR SCRAPING STREETS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER AND CITY. 8. THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURE, ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES UPON ESTABLISHMENT OF FINAL MEASURES AND SITE STABILIZATION. CONTRACTOR SHALL OVEREXCAVATE TEMPORARY SEDIMENT POND BOTTOM IF POOR SUBSOILS BECOME SATURATED AND REPLACE WITH COMPACTED FILL MATERIAL PER REQUIREMENTS OF GEOTECHNICAL. v11 #2 I FFormerly: Now or Clarence J SO- DRAFT T. Id: 25- 1! " -23 -14 -0001 Dw. No. 9093151 /13 _ 3 I I I SILT FENCE, 44�0@ —.,, i 's+_OU ' �.,,, 2 +00 I � 0 ti 4 O +QS¢ 1 +00 d d DRAFT SEAL PRIME CONSULTANT PROJECT TITLE SHEET TITLE CORCORAN SEWER AND WATER EROSION CONTROL PLAN BENCHMARK: UTILITY PROJECT N SEC 25, T 119 R 23 STA. 0 +00 TO STA. 15 +00 II EL V= 974.47 NGVD 09 k Wen c °�amW CITY OF CORCORAN OWN BY CHKD APPb DWG DATE 11 —Q9 —L °E ��e"` °s "` " " " "` "` "` °m CORCORAN, MINNESOTA JVB DC SCALE AS SHOWl' 0 50 100 1 1 1 COUNCIL REVIEW JVB KT 4 —OS -2012 PROJECT N0. SHEET N0. 1•�Sp• REV REVISION DESCRIPTION I DWN APP REV DATE 2294 -15 EC— 1 01 T s E F s � N I� S & S Chwiek T Id: 25- 119 -23-12 -0002 CedfftOe N. 781785 11 I I bl h' I JI I I(lr�l I IFI I FI o Ili � I \�9 \ v' Now or F Formerly: I I I S e S Choetek I I \ lax ld: ft t. -. 781780002 CerttBcate No. 781785 Irc o c CHASTEK FARM I I I � � II I i Ili - - - -- NOTES: 1. SEE SHEET EC -101 FOR SEQUENCE FOR CONSTRUCTION AND EROSION CONTROL NOTES. LEGEND EXISTING CONTOURS — w-- — -E, — DELINEATED WETLAND PROPOSED MANHOLE BENCHMARK: - - - - - -- PROPERTY LINE C 25. 119 R02 ' 3 3 PROPOSED SANITARY EL�VS - - EASEMENT LINE SEWER LINE 1 PROPOSED WATERMAIN —••— SECTION LINE N PROPOSED FORCEMAIN x FENCE LINE — «� FUTURE FORCEMAIN N — ram —w� UNDERGROUND GAS LINE — — — PROPOSED PERMANENT EASEMENT ou OVERHEAD POWER PROPOSED TEMPORARY EASEMENT —w—up UNDERGROUND POWER APPROXIMATE TREE LINE �J —T—T— UNDERGROUND TELEPHONE —w —w— UNDERGROUND CABLE TV PROPOSED SILT FENCE o so 100 1 COUNCIL REVIEW JVB I KT 4- 05 -20' GRAPHIC SCALE IN FEET REV REVISION DESCRIPTION DWN I APP I REV DATE PRIME CONSULTANT Wenck m W—k Associates, Inc. Web SI[e: www.wesck- Conaului EnElneers 1.7 M0 I CYO F' HFCIVI l 4 I Now or Formerly: s k S Chatek Tar Id: 25- 119 -23 -12 -0002 Certificate No. 781785 I I I PF 6" Ar DRAFT PROJECT SHEET TITLE CORCORAN SEWER AND WATER UTILITY PROJECT EROSION CONTROL PLAN STA. 15 +00 TO STA. 44 +0( CITY OF CORCORAN DWN BY I CHK'D APP'D DWG DATE 11 -09 CORCORAN, MINNESOTA JvB DC I SCALE AS SHOWI PROJECT NO. SHEET N0. I RE' 2294 -15 EC -102 E MH #1 �1 U �63� �aJ n n n �• 8 PRO ED 6" H RANT ATE VE 13 a 10 ri -eMPORMW E E T MH #12 - -- -- - - - - -_ _ _ _ PERMANENT SEME T - - - -- — — airw — — H 14� k9. PERMANENT � II 6 I TEMPqRARYlEASEMENT 118 1F1 ci 1 zl I �I = I a 41 iI 1 �I 11 01 I'I I 1 I I I �i11�1 ILI�I w �I Flo N I10 0 m I 1° o I o I Ig1gl z Ibl�l I I I I I I I LEGEND ' EXISTING CONTOURS DELINEATED WETLAND - - - - - -- PROPERTY LINE PROPOSED MANHOLE PROPOSED SANITARY EASEMENT LINE SEWER LINE 1-1-1-1 PROPOSED WATERMAIN — •• —••— SECTION LINE N PROPOSED FORCEMAIN x FENCE LINE --' FUTURE FORCEM AIN —cas cns UNDERGROUND GAS LINE — — — PROPOSED PERMANENT EASEMENT ou OVERHEAD POWER • PROPOSED TEMPORARY EASEMENT up up UNDERGROUND POWER APPROXIMATE TREE LINE r T UNDERGROUND TELEPHONE % -' —w—w— UNDERGROUND CABLE TV PROPOSED SILT FENCE BENCHMARK: N } SEC 25, T119R23 F1 _V= 974.47 (NGVD 09) GRAPHIC SCALE IN FEET DRAF SEAL PRIME CONSULTANT PROJECT TITLE SHEET TITLE CORCORAN SEWER AND WATER EROSION CONTROL PLAN UTILITY PROJECT STA. 40 +00 TO STA. 68 +28 WenckCITY OF CORCORAN DWN BY CHK'D APP'D I DWG DATE 11 -09 -21 mC.- u:u,, " Inc. CORCORAN, MINNESOTA JVB Dc SCALE c mew a °�I AS SHOWN COUNCIL REVIEW JVB KT 4 -05 -2012 PROJECT NO. SHEET NO. REV REVISION DESCRIPTION OWN APP REV DATE 2294 -15 EC -103 8 E NOTES: 1. SEE SHEEP EC -101 FOR SEQUENCE FOR CONSTRUCTION AND EROSION CONTROL NOTES. , LEGEND SILT FENCE. TYP r- 05z MGM r - EXISTING CONTOURS UtLINtA ItU Wt I LANU - - - - - -- PROPERTY LINE PROPOSED MANHOLE PROPOSED SANITARY - EASEMENT LINE 3 3 } ' SEWER LINE 1-1-1-1 PROPOSED WATERMAIN BENCHMARK: — • • — • • — SECTION LINE N j SEC 25, T 119 R 23 « PROPOSED FORCEMAIN EL V= 974.47 (NGVD 09) x FENCE LINE FUTURE FORCEMAIN —cns cAS UNDERGROUND GAS LINE — — — PROPOSED PERMANENT EASEMENT a OVERHEAD POWER — up - UP UNDERGROUND POWER PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE -T-T- UNDERGROUND TELEPHONE% 13 .13--- PROPOSED SILT FENCE 0 50 ioo 1 1 COUNCIL REVIEW JVB KT 4- 05 -20' - T' -+•- UNDERGROUND CABLE TV GRAPHIC SCALE IN FEET REV REVISION DESCRIPTION DWN APP I REV DATE . 1 1 � ! , 1 Ila iiC IN d I dN' I I JI I I I I I I I I I I�► I I II I I I I I I o I I I I I I I I � I 1 \ \ OLD COUNTY ROAD 101 !U I �IN uoN S PARK i� nRAF-1 PRIME CONSULTANT PROJECT TITLE SHEET MILE CORCORAN SEWER AND WATER EROSION CONTROL PLAN UTILITY PROJECT STA. 0 +00 TO STA. 16 +00 We n c k STA. 0 +00 TO STA. 13+2E 09— CITY OF CORCORAN DWN BY CHK'D APP'D DWG DATE 11-09 - CC -atua Eoeme w s" °m CORCORAN, MINNESOTA JVB Dc SCALE AS SHOW PROJECT NO. SHEET NO. RE 2294 -15 EC -104 E . a 955 950 945 940 935 930 925 920 1 I NOTES: 5.CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS B.ALL PVC & HOPE WATERMAIN & FORCEMAIN SHALL BE 13. ALL FITTINGS SHALL BE CONSIDERED INCIDENTAL TO II 1.ALL PVC WATERMAIN SHALL BE AWWA C -900 OR NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID LAID WITH #8 INSULATED COPPER TRACER WIRE THE WATERMAIN PIPE. CONFLICT WITH OTHER UILITIES. EXTENSIONS SHALL BE MEETING NEMA W70. CONNECT TRACER WIRE TO ALL C -905 DR25 UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL CLEAR AND GRUB AS NECESSARY CONSIDERED INCIDENTAL TO HYDRANT COST. VALVES AND HYDRANTS. TO INSTALL THE PROPOSED UTILITIES WITH THE 2.ALL PVC SANITARY SEWER SHALL BE SDR 35 UNLESS 6.ALL HYDRANTS AND VALVES SHALL BE EQUIPED WITH EASEMENT. OTHERWISE NOTED. 9.CONTRACT SHALL INCLUDE ADJUSTING EXISTING MH'S I 9 STAINLESS STEEL BOLTS CORE BLUE OR EQUIVALENT AS NECESSARY FOR GRADE. 15. WHILE TRENCHING THROUGH WETLAND THE I t} 3.ALL FORCEMNN SHALL BE C -900 PVC DR25. FLUOROCARBON COATED BOLTS SHALL BE USED FOR 4.ALL HYDRANT LEADS SHALL BE 6" DIP. ALL WATERMAIN FITTINGS. 10.6" OR 12" HYDRANT EXTENSIONS ONLY. IF HYDRANT CONTRACTOR SHALL EXCAVATE THE TOP 12" AND 3 g PROPO EXTENSIONS ARE USED, GATE VALVE NUT EXTENDERS REPLACE AS THE TRENCH EXCAVATION IS COMPLETED. I HYD W 7.ALL DIP SHALL BE POLY WRAPPED WITH 8 MIL POLY. WILL BE REQUIRED. THE TOP 6" IS REQUIRED IN ALL NON- WETLAND 6° ) 11. HYDRANT ELEVATIONS ARE TO CENTER OF BREAK OFF AREAS. THIS TOPSOIL STRIP SHALL BE CONSIDERED ANTI SEEP LLARS 4 FLANGE. INCIDENTAL TO THE PIPE COST. 1I Y 12. ALL MH STRUCTURES SHALL BE 48° DIA UNLESS 16. TRENCH DEWATERING SHALL BE CONSIDERED I' — MPORgRY EgSEMENT OTHERWISE NOTED. 13 INCIDENTAL RATE NO GREATER DISCHARGED HAN 50 NTUS OF SILT Now or Formerly: 14+00 Claence J Sahomma- PROPOSED 24 "x12" I iax 1G 25- 119-23-14-0001 D- No. 9093151 — ENT REDUCER AT .., ST 20 SB -8 — 44- \ \/ — � — S13715 ANTI SEEP COLLARS I J I — — — MH `1.100•_ i ,w 2+ t00 y MH —� 2 1i �/ m I yv s c L Now or Formery., F Fran o i Gaws 10 Ltd Ptsh L T Id: 25-119 -23-11 -0001 1 L C.rtl9ooh Na. 1017215 V 15 +00 14 +00 13+00 12+00 11+00 10+00 LEGEND EXISTING CONTOURS -- —T — DELINEATED WETLAND • PROPOSED MANHOLE - - - - - -- PROPERTY LINE PROPOSED SANITARY - - - - - - - - - - EASEMENT LINE SEWER LINE —I— PROPOSED WATERMAIN — •• —••— SECTION LINE PROPOSED FORCEMAIN x FENCE LINE BENCHMARK: — FUTURE FORCEMAIN IN i S C 25, 119 R09) — WS GPI UNDERGROUND GAS LINE — — — PROPOSED PERMANENT EASEMENT OVERHEAD POWER PROPOSED TEMPORARY EASEMENT — up up — UNDERGROUND POWER APPROXIMATE TREE LINE T— T— UNDERGROUND TELEPHONE �J o so 100 —r —TM— UNDERGROUND CABLE TV GRAPHIC SCALE IN FEET 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2 +00 1 +00 0 +00 COUNCIL REVIEW JVB I KT 4 -05 -20 REVISION DESCRIPTION I DWN1 APP REV DATE PRIME CONSULTANT Wenck m W—k Associates, Inc. WaD Site: www.wenck.com Con.nmvg Engineer. WATER CITY OF CORCORAN CORCORAN, MINNESOTA DRAFT HLLI HILL PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 WIN BY I CHK'D APP'D DWG DATE 11 -09 -21 JVB DC SCALE AS SHOWN ROJECT NO. SHEET NO. REV 2294 -15 C -101 1 , 1 • -1'1 71 ,- 1' 1 1 • � o 1' •.1 ----------- ��-- -�� - -- 1111 ■_ - - -- . 1 1 1 • ----------- IIIIIII�JL,-- � - - - - -� =iii: - -- 1 1 . - , - . , ----- - - - - -- 111111 ■1�- 11111111,�� - - - - -- 11.11111■ -�� -- • 1 �` �����i1F���r. �aa: �a. �: 7�����'/ I��l yti��illilYi7�lli�����1���� \��1 ■����■ ��1����{ Ali• ��i• ��I /��1�����������1������1 ■��� \ \�■ , PRIME CONSULTANT PROJECT TITLE SHEET TITLE • CORCORAN SEWER AND WATER PLAN ' PROFILE •••• 1 •• --- UTILITY •• 00 01 / .. •., , --- OR ORS 1 1 1 1 1• �• i • 1 •• •• -• 1 •••' --- ORCORAN, MINNESOTA ® ® ®� amorr, SHEET NO. 1 • 1 NOTES: 6. ALL HYDRANTS AND VALVES SHALL BE EQUIPED WITH 10.6" OR 12" HYDRANT EXTENSIONS ONLY. IF HYDRANT 15. WHILE TRENCHING THROUGH WETLAND THE CONTRACTOR STAINLESS STEEL BOLTS CORE BLUE OR EQUIVALENT 1. PVC WATERM SHALL AWWA C -900 OR C -905 EXTENSIONS ARE USED, GATE VALVE NUT EXTENDERS WILL BE SHALL EXCAVATE THE TOP 12" AND REPLACE AS THE DR 25 UNLESS OTHERWISE NOTED. FLUOROCARBON COATED BOLTS SHALL BE USED FOR ALL REQUIRED. TRENCH EXCAVATION IS COMPLETED. THE TOP 6" IS WATERMAIN FITTINGS. 11. HYDRANT ELEVATIONS ARE TO CENTER OF BREAK OFF REQUIRED IN ALL NON - WETLAND AREAS. THIS TOPSOIL STRIP 2.ALL PVC SANITARY SEWER SHALL BE SDR 35 UNLESS 7,ALL DIP SHALL BE POLY WRAPPED WITH 8 MIL POLY. FLANGE. SHALL BE CONSIDERED INCIDENTAL TO THE PIPE COST. • I OTHERWISE NOTED. ' ail 3.ALL FORCEMAIN SHALL BE C -900 PVC DR25. BALL PVC & HDPE WATERMAIN & FORCEMAIN SHALL BE LAID 12. ALL MH STRUCTURES SHALL BE 48" DIA UNLESS 16. TRENCH DEWATERING SHALL BE CONSIDERED INCIDENTAL WITH /8 INSULATED COPPER TRACER WIRE MEETING NEMA OTHERWISE NOTED. AND SHALL BE DISCHARGED FREE OF SILT AND AT A RATE vlll- 4.ALL HYDRANT LEADS SHALL BE 6" DIP. W70. CONNECT TRACER WIRE TO ALL VALVES AND NO GREATER THAN 50 NTU'S. MH 1 I I IZ PROPOSED 5.CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS HYDRANTS. 13 N WATERM N PPE HALL BE CONSIDERED INCIDENTAL TO THE — — — — p 6" HYDRANT NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID 9.CONTRACT SHALL INCLUDE ADJUSTING EXISTING MH'S AS \ I AND GATE VALVE CONFLICT WITH OTHER UILITIES. EXTENSIONS SHALL BE 14. CONTRACTOR SHALL CLEAR AND GRUB AS NECESSARY TO ``III I CONSIDERED INCIDENTAL TO HYDRANT COST. NECESSARY FOR GRADE. INSTALL THE PROPOSED UTILITIES WITH THE EASEMENT. I I I PROPOSED PROPOSED 6" HYDRANT AND GATE VALVE 6" HYDRANT b I AND GATE VALVE /10 1 SEEP COLLARS\ MH f8 11 — 5' NAGS DU71U - -- -- -- - -. - - � -- o /Y 10 GRAIN AND D EME!J T x AND UnLI EN ct � 7.;r- - -- - - - -- - - - -- - -- - -- 5c s -• FIELD EDC� 3 I I— I1 I 00 38+ 37+00 4 +00 35+00 3 00 e_— I I — — -- — — -- — -- H/9 33+00 324 X) 29+00 w si JI - - -- y 3 — P MAN E _ ENT -- — -- J IF Now or Formerly: \ U Q Iof I I ° I s s &S ChMk 3 I.1& 25- 119 -23 -12 -0002 w Cntl9mte Na 781785 ' B Now or Formerly: II I s w ed in f>�2 -WPB rc 'o Dx Na 8778800 I c • .. TEMPORAR ASEMENT . . Ibl I Ibj ///��5 Bq_ / a 975 975 n m o_ 970 970 EXISTING GRADE 965 965 w ROPOSED 6 75 LF. 960 960 a m tu m Z 955 955 o C SDR 26 0 - 950 26 O -0,41X 950 500' of pj N a n • 500' f 15` P m N M n 945 • • o •a rn 945 - � • _ oL 940 _ 940 43 +00 42 +00 41 +00 40 +00 39 +00 38 +00 37 +00 36 +00 35 +00 34+00 33 +00 32 +00 31 +00 30 +00 935 935 LEGEND EXISTING CONTOURS — — — DELINEATED WETLAND - -- — -- — PROPERTY LINE PROPOSED MANHOLE ---- - - - - -- EASEMENT LINE r 0 PROPOSED SANITARY BENCHMARK: SEWER LINE N SEC 25, T 119 R 23 D RA F T —11 PROPOSED WATERMAIN ELEV= 974.47 (NGVD 09) — •• —�� — SECTION LINE SEAL PRIME CONSULTANT PROJECT TOLE SHEET TITLE PROPOSED FORCEMAIN CORCORAN SEWER AND WATER PLAN AND PROFILE x FENCE LINE FUTURE FORCEMAIN N UTILITY PROJECT STA. 30 +00 TO STA. 43 +00 — cn� cns UNDERGROUND GAS LINE — — — PROPOSED PERMANENT EASEMENT We k w OVERHEAD POWER • PROPOSED TEMPORARY EASEMENT n c CITY OF CORCORAN DWN BY CHK'D APP'D JDWG DATE 11 -09 -21 UP UP— UNDERGROUND POWER APPROXIMATE TREE LINE 0W— k"..cit`°•k`' ° °s " °' " " " " ° "` "`° CORCORAN, MINNESOTA SCALE AS SHOWN comww� eogm«re JVB DC —7—T— UNDERGROUND TELEPHONE�J o so 100 1 COUNCIL REVIEW JVB KT 4 -D5 -2012 PROJECT NO. SHEET NO. REV —w-- UNDERGROUND CABLE TV 2294 -15 GRAPHIC SCALE IN FEET REV REVISION DESCRIPTION DWN APP REV DATE 975 970 965 960 955 950 945 LEGEND Now or Forme, IV: Corcoran Lmd LL: Tax Id: 24- 119 -23-34 -0002 CerN6cate Nc 1141027 n n n ^ 1 MPORARY E W/ � ° g 983/ 6�& MH #13 _ ..,, ... PROPWWW _ MH #12 M /11 � ♦ 00 lb 4 — �EFO_R!�ANEPNLT_ — = � - - - -"� MAWAM 59 IRM - - - o -17 ne,n eocE I 1 - �- — — — — — — — — — — — — — EASEM> 8 w I —•I 8 I I I4 w 7 I N •B TEMPORARY EASEMENT by/- Now or Formerly: I �I Eb 7 Id: 25 119 -3-21 -0011 I wl bl Certificate. No. 1221190 I NOTES: BE CONSIDERED INCIDENTAL TO HYDRANT CONNECT TRACER WIRE TO ALL VALVES 12. ALL MH STRUCTURES SHALL BE 48" DIA IN ALL NON- WETLAND AREAS. THIS TOPSOILI� w 1. ALL PVC WATERMAIN SHALL BE AWWA COST. AND HYDRANTS. UNLESS OTHERWISE NOTED. STRIP SHALL BE CONSIDERED INCIDENTAL r "' TO THE PIPE COST. Iw C -900 OR C -905 DR25 UNLESS 6.ALL HYDRANTS AND VALVES SHALL BE 9.CONTRACT SHALL INCLUDE ADJUSTING 13. ALL FITTINGS SHALL BE CONSIDERED i OTHERWISE NOTED. EQUIPED WITH STAINLESS STEEL BOLTS EXISTING MH'S AS NECESSARY FOR GRADE. INCIDENTAL TO THE WATERMAIN PIPE. 16. TRENCH DEWATERING SHALL BE a o bo IF 2.ALL PVC SANITARY SEWER SHALL BE SDR CORE BLUE OR EQUIVALENT FLUOROCARBON CONSIDERED INCIDENTAL AND SHALL BE 10.6" OR 12" HYDRANT EXTENSIONS ONLY. 14. CONTRACTOR SHALL CLEAR AND GRUB AS i i z COATED BOLTS SHALL BE USED FOR ALL DISCHARGED FREE OF SILT AND AT A RATE I 35 UNLESS OTHERWISE NOTED. IF HYDRANT EXTENSIONS ARE USED, GATE NECESSARY TO INSTALL THE PROPOSED rc rc i WATERMAIN FITTINGS. NO GREATER THAN 50 NTU'S. cic a 3.ALL FORCEMAIN SHALL BE C -900 PVC VALVE NUT EXTENDERS WILL BE REQUIRED. UTILITIES WITH THE EASEMENT. 0 0 1 DR25. _ 7.ALL DIP SHALL BE POLY WRAPPED WITH 8 MIL POLY. 11. HYDRANT ELEVATIONS ARE TO CENTER OF 15. WHILE TRENCHING THROUGH WETLAND THE I< CALL HYDRANT LEADS SHALL BE 6" DIP. BREAK OFF FLANGE. CONTRACTOR SHALL EXCAVATE THE TOP 12" c BALL PVC & HDPE WATERMAIN & FORCEMAIN AND REPLACE AS THE TRENCH EXCAVATION 0 Now or Formerly Owd ShfAW LuUwm Church Tax Id: 25-119 -23-21 -0006 Sac N. 6775600 C oCo Oil o 0l o 0I z I I I I I 54+00 53 +00 52 +00 51 +00 EXISTING CONTOURS — un — vEr — DELINEATED WETLAND a� PROPOSED MANHOLE °o - - - - - -- PROPERTY LINE PROPOSED SANITARY ---- - - - - -- EASEMENT LINE SEWER LINE I PROPOSED WATERMAIN i — •• —••— SECTION LINE PROPOSED FORCEMAN x FENCE LINE FUTURE FORCEMAIN — an�raa UNDERGROUND GAS LINE PROPOSED PERMANENT EASEMENT `g ou OVERHEAD POWER PROPOSED TEMPORARY EASEMENT w —uv— UNDERGROUND POWER DWN BY JVB CHK'D DC APPROXIMATE TREE LINE � —T—T— UNDERGROUND TELEPHONE �,; — ^' —^'— UNDERGROUND CABLE TV i 50 +00 BENCHMARK: N } SEC 25, ELEV= 974.47 49 +00 48 +00 47 +00 46 +00 45 +00 44+00 43 +00 42 +00 975 970 965 960 955 950 945 R 23 09 1 `,&P7 SEAL PRIME CONSULTANT WenckCITY °C-ult °E�oa� PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT SHEET TITLE PLAN AND PROFILE STA. 43 +00 TO STA. 54 +01 OF CORCORAN CORCORAN, MINNESOTA DWN BY JVB CHK'D DC APP'D DWG DATE 11 —D9- SCALE AS SHOW COUNCIL REVIEW JVB KT 4 -05 -2012 PROJECT NO. 2294 -15 SHEET NO. C -104 REVISION DESCRIPTION DWN APP REV DATE I Tj 6 Now orFc: -erly: 6 c ro m Land LW m iax Id- .4- If9- 23- .740002 Gertiff to Na 114102> U . . m I I`p1m'O'Oi 6' TEM RARY EASEMENT ANTI EEP CO P W 6• PROPOSED 6" HYDRANT I `.°- I AND GATE VALVE ANTI SEEP I COLLARS ERM ENT EASEMENT K. wR YQ K.I I 5 MH /16 — — — — — — — — — — — — — FIELD EDGE 3 nMH— 3 — — — — — — — e 286 MH 6 00 Woo-ss+ e oC T eiIAE' ENT - - — i - B J IELD EDGE C SN E CASINGJAL- R ROADWAY I MH if 18 �-\ 01 0 -- j -- - -- - — -- V-7 I _�TEMP016ARY SEMENT _- g I . . NOTES: 6.ALL HYDRANTS AND VALVES SHALL BE 9. CONTRACT SHALL INCLUDE ADJUSTING 15. WHILE TRENCHING THROUGH WETLAND THE I I g 1. PVC SHALL EQUIPED WITH STAINLESS STEEL BOLTS EXISTING MH•S AS NECESSARY FOR GRADE. CONTRACTOR SHALL EXCAVATE THE TOP 12" R C-90AIN LE S C-900 OR C -905 DR25 UNLESS CORE BLUE OR EQUIVALENT FLUOROCARBON 10.6" OR 12" HYDRANT EXTENSIONS ONLY. AND REPLACE AS THE TRENCH EXCAVATION OR OTHER OTHERWISE NOTED. COATED BOLTS SHALL BE USED FOR ALL IS COMPLETED. THE TOP 6" IS REQUIRED WATERMAIN FITTINGS. IF EXTENSIONS ARE USED, GATE 2.ALL PVC SANITARY SEWER SHALL BE SDR VALVE NUT EXTENDERS WILL BE REQUIRED. IN ALL NON- WETLAND AREAS. THIS TOPSOIL 35 UNLESS OTHERWISE NOTED. 7. ALL DIP SHALL BE POLY WRAPPED WITH 8 STRIP SHALL BE CONSIDERED INCIDENTAL 11. HYDRANT ELEVATIONS ARE TO CENTER OF Now or Formerly y ow or Formerly s'rn �t 3.ALL FORCEMAIN SHALL BE C -900 PVC MIL POLY. TO BREAK OFF FLANGE. 8. ALL PVC & HDPE WATERMAIN & FORCEMAIN 16. THE PIPE COST. 1 / TRENCH -VHF- t�s Ebert Tax id: 25- I19-23-22 -0001 I Certifimte N% MIT? T. fa 25- 119-23-21-0011 Certiftfix No. 1221100 DR25. 12 ALL MH STRUCTURES SHALL BE 48" DA �NC INCIDENTAL AND SHALL BE >F I J 4.ALL HYDRANT LEADS SHALL BE 6" DIP. SHALL BE LAID WITH jj8 INSULATED UNLESS OTHERWISE NOTED. DISCHARGED FREE OF SILT AND AT A RATE 7119, R23• F COPPER TRACER WIRE MEETING NEMA W70. 25 5. CONTRACTOR SHALL INSTALL HYDRANT CONNECT TRACER WIRE TO ALL VALVES 13. ALL FITTINGS SHALL BE CONSIDERED NO GREATER THAN 50 NTU•S. a EXTENSIONS AS NECESSARY WHERE WM AND HYDRANTS. INCIDENTAL TO THE WATERMAIN PIPE. HAS BEEN LOWERED TO AVOID CONFLICT 14. CONTRACTOR SHALL CLEAR AND GRUB AS I i WITH OTHER UILITIES. EXTENSIONS SHALL NECESSARY TO INSTALL THE PROPOSED rc Ic BE CONSIDERED INCIDENTAL TO HYDRANT UTILITIES WITH THE EASEMENT. COST. I _ to M nn � t0 PROPOSED 6175 F. W/TRACER WIRE 975 +o a a 970 0 + rd SUM :960. INV N: 960.55 15 PVC 965 + JOF960 VG ri a Of 15 VC SDR 35 D —0 41 X MID m N W N O n 955 In Of 15" VG — O ?O O its O 950 945 68 +00 67+00 66 +00 65+00 64+00 63+00 62 +00 61+00 60 +130 59+00 58 +130 57+00 56 +DD 55 +130 54+00 53 +01 LEGEND EXISTING CONTOURS — IET — VE* DELINEATED WETLAND • PROPOSED MANHOLE BENCHMARK: - - - - - -- PROPERTY LINE PROPOSED SANITARY EL�VS C 25, (N119 R09) DRAFT - - - - - - - - - - EASEMENT LINE SEWER LINE —I PROPOSED WATERMAIN SEAL PRIME CONSULTANT PROJECT TITLE SHEET TITLE — •• —••— SECTION LINE CORCORAN SEWER AND WATER PLAN AND PROFILE x FENCE LINE PROPOSED FORCEMAIN N UTILITY PROJECT STA. 53 +00 TO END —�� FUTURE FORCEMAIN UNDERGROUND GAS LINE �.4Wenck PROPOSED PERMANENT EASEMENT CITY OF CORCORAN DWN BY CHK'D APP'D jDWG DATE 11 -09_� DD OVERHEAD POWER PROPOSED TEMPORARY EASEMENT ®co�mc `eogmeeh` WeeSlt" " " " " "��k.�am CORCORAN, MINNESOTA JVB DC SCALE AS SHOWI, —uv DP UNDERGROUND POWER APPROXIMATE TREE LINE 0 50 100 1 COUNCIL REVIEW JVB KT 4 -05 -2012 PROJECT No. SHEET No. RED — * T UNDERGROUND TELEPHONE 2294 -15 C-105 — *' —^'— UNDERGROUND CABLE TV GRAPHIC SCALE IN FEET REV REVISION DESCRIPTION DWN APP REV DATE A" 8 4M. - ag � � t 41 COLLAR SEEP LEGEND 4116 -3A I' EXISTING CONTOURS - K, - K, - DELINEATED WETLAND B - - - - - -- PROPERTY LINE PROPOSED MANHOLE SHEET TITLE PLAN AND PROFILE STA. 0 +00 TO STA. 15+00 lU S I 1) <? J T SEWER LINE 1^^ --•1 ^ PROPOSED WATERMAIN 8 - • • - • • - SECTION LINE I ANTI SEEP COLLAR �. I LSB ^ 38 � ' 1 S yl ------- 40-- FUTURE FORCEMAIN OWN BY JVB UNDERGROUND GAS LINE APP'D DWG DATE 11 —D9 -2011 - - PROPOSED PERMANENT EASEMENT OVERHEAD POWER SCALE AS SHOWN COUNCIL REVIEW JVB PROPOSED TEMPORARY EASEMENT 4 -OS -2012 1 +00 - r 0 SHEET NO. C-106 I REV N0. REVISION DESCRIPTION APPROXIMATE TREE LINE —, —,— UNDERGROUND TELEPHONE o 5o ,00 C — *' —*'— a' UNDERGROUND CABLE TV GRAPHIC SCALE IN FEET 970 1 9601 MCES LIFT STATION SITE MCES LIFT STATION SITE CITY OF MAPLE GROVE - 1t4.0�- - - - 93-r�6 . is - po - - { BROCKTO LANE 8 - - - - -�_1 FUTURE STREET c I SB 2 I I -- ' ROPOS 1612 F. 6' PVC DR2 - ------- - - -- -- I TEMPORARY EASEMENT N DR �R WIRE W I I PROPOSED 1932 LF. 24' o K� `-MCES ;V FDRCEIWN PVC C905 DR25 WATERMAI I I NR/VACUUM RELEASE AND CLEANOUT MANHOLE W/TRACER WIRE I S(} -CITY FORCEMAIN (FUTURE) I I I NOTES: 9.CONTRACT SHALL INCLUDE ADJUSTING EXISTING MH'S AS NECESSARY FOR GRADE. 1. ALL PVC WATERMNN SHALL BE AWWA • $ I, C -900 OR C -905 DR25 UNLESS 10.6' DR 12' HYDRANT EXTENSIONS ONLY. OTHERWISE NOTED. IF HYDRANT EXTENSIONS ARE USED, GATE I 2.ALL PVC SANITARY SEWER SHALL BE SDR VALVE NUT EXTENDERS WILL BE REQUIRED. I 35 UNLESS OTHERWISE NOTED. 11. HYDRANT ELEVATIONS ARE TO CENTER OF 1ALL FORCEMNN SWILL BE C -900 PVC BREAK OFF FLANGE I DR25. 12. ALL MH STRUCTURES SWILL BE 48' DA �i 4.ALL HYDRANT LEADS SHALL BE 6' DIP. UNLESS OTHERWISE NOTED. 5. CONTRACTOR SWILL INSTALL HYDRANT 13. ALL FITTINGS SHALL BE CONSIDERED f 11 EXTENSIONS AS NECESSARY WHERE WM INCIDENTAL TO THE WATERMAN PIPE. I I I SI HAS BEEN LOWERED TO AVOID CONFLICT 14. CONTRACTOR SHUT CLEAR AND GRUB AS II WITH OTHER UILITIES. EXTENSIONS SHALL NECESSARY TO INSTALL THE PROPOSED I I BE CONSIDERED INCIDENTAL TO HYDRANT UTILITIES WITH THE EASEMENT. COST. I �I 6. ALL HYDRANTS AND VALVES SHALL BE 15. WHILE TRENCHING THROUGH WETLAND THE I CONTRACTOR SHALL EXCAVATE THE TOP 12' I EQUIPED WITH STAINLESS STEEL BOLTS I i CORE BLUE OR EQUIVALENT FLUOROCARBON AND REPLACE AS THE TRENCH EXCAVATION IS COMPLETED. THE TOP A 1S REQUIRED COATED BOLTS SHALL BE USED FOR ALL I I WATERMNN FITTINGS. S INCIDENTAL TRIP SHALL BE CONSIDERED INCI ALL NON - WETLAND AREAS. TOPSOIL ' I STRIP 7.ALL DIP SHALL BE POLY WRAPPED WITH 8 TO THE PIPE COST. I MIL POLY. 16. TRENCH DEWATERING SHALL BE 1 I BALL PVC k HOPE WATERMAIN & FORCEMAIN CONSIDERED INCIDENTAL AND SHALL BE I I I I SHALL BE WD WITH j8 INSULATED DISCHARGED FREE OF SILT AND AT A RATE ( I COPPER TRACER WIRE MEETING NEMA W70. NO GREATER THAN 50 NTU'S. I I CONNECT TRACER WIRE TO ALL VALVES I AND HYDRANTS. I - I I I I I ' � I I I I r r i I f ! -- 970 \; goo PROPOSED 1932 LF, 24 950 1i \ / �— �- PVC C9055 DR25 WATERWVN - - .. - - ' - YSO - - --- -'- -- - -- -- -( - -1 - - - - - - . - - - - . PROPOSED 1812 LF. 6' i W/TRACER MIRE - -' -- -- PVC 0900 DR25 - I --- - --_ °-- Z + ! - - FORCEWUN W/TRACER WIRE 940 940 - 5 930 I -...,. � r _ _ _ - __ . - _ - - - - - -- 930 0+00 1 +00 2.1.00 3 +DO 4 +00 8+00 6 +00 7 +00 8+00 9 +00 10+00 11 +00 12 +00 13 +00 s g LEGEND EXISTING CONTOURS - K, - K, - DELINEATED WETLAND B - - - - - -- PROPERTY LINE PROPOSED MANHOLE SHEET TITLE PLAN AND PROFILE STA. 0 +00 TO STA. 15+00 PROPOSED SANITARY ---- - - - - -- EASEMENT LINE SEWER LINE 1^^ --•1 ^ PROPOSED WATERMAIN 8 - • • - • • - SECTION LINE 4 PROPOSED FORCEMAIN x FENCE LINE T� ------- 40-- FUTURE FORCEMAIN OWN BY JVB UNDERGROUND GAS LINE APP'D DWG DATE 11 —D9 -2011 - - PROPOSED PERMANENT EASEMENT OVERHEAD POWER SCALE AS SHOWN COUNCIL REVIEW JVB PROPOSED TEMPORARY EASEMENT 4 -OS -2012 UNDERGROUND POWER SHEET NO. C-106 I REV N0. REVISION DESCRIPTION APPROXIMATE TREE LINE —, —,— UNDERGROUND TELEPHONE o 5o ,00 C — *' —*'— a' UNDERGROUND CABLE TV GRAPHIC SCALE IN FEET BENCHMARK: ELEV 974.4 TNGVD 8093 D F Y SEAL PRIME CONSULTANT WenckCITY °cam K'°'- PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT SHEET TITLE PLAN AND PROFILE STA. 0 +00 TO STA. 15+00 OF CORCORAN CORCORAN, MINNESOTA OWN BY JVB CHK'D DC APP'D DWG DATE 11 —D9 -2011 SCALE AS SHOWN COUNCIL REVIEW JVB KT 4 -OS -2012 PROJECT NO. 2294 -15 SHEET NO. C-106 I REV N0. REVISION DESCRIPTION DWNJ APPI REV DATE AI I I� c � } COUNTY ROAD 10 STEEL CAM -Z JACKED UNDER AY x'? C' ti •' TEMPORARY (BY OTHERS) ENT FUTURE FORCEMAIN EASEMENT \ PERT' EM — METER= • ter/ F y Y 1 — 1— —UP— UP ._}- �yQ�t��► A -� 17+60 -- -- --------- --- ------ - - - - -- 2/ MCES SANITARY ` CONNECTION i I � i i / /r / Itr FORCEMAIN ALONG SOUTH SIDE OF CR 10 - - EXISTING CONTOURS - -- -__— PROPERTY LINE 1 - - - - - - - - - - EASEMENT LINE — .. —..— SECTION LINE x FENCE LINE UNDERGROUND GAS LINE m OVERHEAD POWER UNDERGROUND POWER — * — *— UNDERGROUND TELEPHONE UNDERGROUND CABLE TV Y DELINEATED WETLAND a PROPOSED MANHOLE PROPOSED SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED FORCEMAIN —�i- -� FUTURE FORCEMAIN PROPOSED PERMANENT EASEMENT • PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE - up — - - RESTORE EXISIM1G BITUMINOUS - PAVEMENT TO CgMN L- CONBRIDN DORM 24' EP�_� / Rau N0 EXISTING ER - 1 SAN SEWER /20 (FIELD VERIFY) r � r t � r r r r r r NOTES: 9.CONTRACf SHALL INCLUDE ADJUSTING 1. ALL PVC WATERMAIN SHALL BE AWBA EXISTING MH'S AS NECESSARY FOR GRADE. C -900 OR C -905 DR25 UNLESS 10.6' OR 12' HYDRANT EXTENSIONS ONLY. OTHERWISE NOTED. IF HYDRANT EXTENSIONS ARE USED, GATE 2.ALL PVC SANITARY SEWER SHALL BE SDR VALVE NUT EXIENDERS WILL BE REQUIRED. 35 UNLESS OTHERWISE NOTED. 11. HYDRANT ELEVATIONS ARE TO CENTER OF 990 BREAK OFF FUNGE DR25. 11 ALL MH STRUCTURES SHALL BE 48' DIA 4.ALL HYDRANT LEADS SHALL BE 6' DIP. UNLESS OTHERWISE NOTED. 990 13. ALL FITTINGS SHALL BE CONSIDERED & INCIDENTAL TO THE WATERMAIN PIPE. HAS BEEN LOWERED TO AVOID CONFLICT 14. CONTRACTOR SHALL CLEAR AND GRUB AS WITH OTHER UILTTIES. EXTENSIONS SHALL NECESSARY TO INSTALL THE PROPOSED BE CONSIDERED INCIDENTAL TO HYDRANT URLTDES WITH THE EASEMENT. COST. 15. WHILE TRENCHING THROUGH WETLAND THE 6. ALL HYDRANTS AND VALVES SHALL BE 960 EQUIPED WITH STAINLESS STEEL BOLTS �_ - -. CORE BLUE OR EQUIVALENT FLUOROCARBON S COMPLETED. THE TOP 6' IS REQUIRED .. - -- -- - °- - - - 960 WATERMAIN FITTINGS. STRIP SHALL BE CONSIDERED INCIDENTAL 7.ALL DIP SIWl BE POLY WRAPPED WITH 8 TO THE PIPE COST. MIL POLY. 16. TRENCH DEWATERING SHALL BE BALL PVC do HOPE WAT04WN Q FORCEMAIN CONSIDERED INCIDENTAL AND SHALL BE SHALL BE WD WITH /8 INSULATED DISCHARGED FREE OF SILT AND AT A RATE COPPER TRACER WIRE MEETING NINA W70. NO GREATER THAN 50 NTU'S. CONNECT TRACER WIRE TO ALL VALVES REVISION DESCRIPTION 970 - - - - PROPOSED 1612 LF. 6' - - - --- -- - _ __ 970 970 / - -'-- PVC C900 DR25 _....- _.PROPOSED 1932 LF. 24' PVC 0905 DR25 WATERMAIN --- i •- •_ - -i — - -- •- -- •- 970 FORCEMNN WIMCER • 1 .. _ — --- _ _ -- - - - -- - - .W/TRACER WIRE WIRE 960 - _ ..: - - - - - - - -- - -..- f - - --- - - - - -- - - I 950 950 -- — - -- -- -- - - -- - - -- -- - -- -- - ._- ._ -.. __ .. --- - - - - - --- --1 - - -- -- 930 0+00 1+00 --- - -- -- ------- 2+00 3 +00 4+DO 5 +00 6 +00 Si t - - ---- - - �- --' 1 -- -- - - f -- -- - - - - - -- -- : i 1? LEGEND -- --'- 950 - - - EXISTING CONTOURS - -- -__— PROPERTY LINE 1 - - - - - - - - - - EASEMENT LINE — .. —..— SECTION LINE x FENCE LINE UNDERGROUND GAS LINE m OVERHEAD POWER UNDERGROUND POWER — * — *— UNDERGROUND TELEPHONE UNDERGROUND CABLE TV Y DELINEATED WETLAND a PROPOSED MANHOLE PROPOSED SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED FORCEMAIN —�i- -� FUTURE FORCEMAIN PROPOSED PERMANENT EASEMENT • PROPOSED TEMPORARY EASEMENT APPROXIMATE TREE LINE - up — - - RESTORE EXISIM1G BITUMINOUS - PAVEMENT TO CgMN L- CONBRIDN DORM 24' EP�_� / Rau N0 EXISTING ER - 1 SAN SEWER /20 (FIELD VERIFY) r � r t � r r r r r r NOTES: 9.CONTRACf SHALL INCLUDE ADJUSTING 1. ALL PVC WATERMAIN SHALL BE AWBA EXISTING MH'S AS NECESSARY FOR GRADE. C -900 OR C -905 DR25 UNLESS 10.6' OR 12' HYDRANT EXTENSIONS ONLY. OTHERWISE NOTED. IF HYDRANT EXTENSIONS ARE USED, GATE 2.ALL PVC SANITARY SEWER SHALL BE SDR VALVE NUT EXIENDERS WILL BE REQUIRED. 35 UNLESS OTHERWISE NOTED. 11. HYDRANT ELEVATIONS ARE TO CENTER OF 3.ALL FORCEMAIN SHALL BE C -900 PVC BREAK OFF FUNGE DR25. 11 ALL MH STRUCTURES SHALL BE 48' DIA 4.ALL HYDRANT LEADS SHALL BE 6' DIP. UNLESS OTHERWISE NOTED. &CONTRACTOR SHALL INSTALL HYDRANT 13. ALL FITTINGS SHALL BE CONSIDERED EXTENSIONS AS NECESSARY WHERE WM INCIDENTAL TO THE WATERMAIN PIPE. HAS BEEN LOWERED TO AVOID CONFLICT 14. CONTRACTOR SHALL CLEAR AND GRUB AS WITH OTHER UILTTIES. EXTENSIONS SHALL NECESSARY TO INSTALL THE PROPOSED BE CONSIDERED INCIDENTAL TO HYDRANT URLTDES WITH THE EASEMENT. COST. 15. WHILE TRENCHING THROUGH WETLAND THE 6. ALL HYDRANTS AND VALVES SHALL BE CONTRACTOR SHALL EXCAVATE THE TOP 12' EQUIPED WITH STAINLESS STEEL BOLTS AND REPLACE AS THE TRENCH EXCAVATION CORE BLUE OR EQUIVALENT FLUOROCARBON S COMPLETED. THE TOP 6' IS REQUIRED COATED BOLTS SHALL BE USED FOR ALL IN ALL NON - WETLAND AREAS. THIS TOPSOIL WATERMAIN FITTINGS. STRIP SHALL BE CONSIDERED INCIDENTAL 7.ALL DIP SIWl BE POLY WRAPPED WITH 8 TO THE PIPE COST. MIL POLY. 16. TRENCH DEWATERING SHALL BE BALL PVC do HOPE WAT04WN Q FORCEMAIN CONSIDERED INCIDENTAL AND SHALL BE SHALL BE WD WITH /8 INSULATED DISCHARGED FREE OF SILT AND AT A RATE COPPER TRACER WIRE MEETING NINA W70. NO GREATER THAN 50 NTU'S. CONNECT TRACER WIRE TO ALL VALVES REVISION DESCRIPTION AND HYDRANTS. APP WATERMAIN ALONG NORTH SIDE OF CR 10 N SEC 2 T 119 R 23 BENCHMARK: -D NGVD 09 RAFT 990 PRIME CONSULTANT - Wenck °C- t' g `-6- -` "° °'""` °" i SHEET TITLE PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 CITY OF CORCORAN CORCORAN, MINNESOTA DWN BY M CHK'D DC APP'D DWG DATE 11 -09 -2011 scuE AS SHOWN 1 COUNCIL REVIEW I JVB I KT 14-05-20121 PROJECT NO. 2294 -15 SHEET NO. - O IREVNO. 1 REV REVISION DESCRIPTION DWN APP REV DATE 970 / - -'-- j _....- _.PROPOSED 1932 LF. 24' PVC 0905 DR25 WATERMAIN --- i •- •_ - -i — - -- •- -- •- 970 • 1 .. _ I - - -- - - .W/TRACER WIRE 1 7 96 j{ 960 - — ... - --- - -- -- ------- - - :- i - - --- -- 930 - - ---- - - �- --' 1 -- -- - - f -- -- - - - - - -- -- : i -- --'- 950 - -.- - -• -_ 13+00 14 +00 15 +00 16+00 17 +00 18+00 19 +00 19 +32 N SEC 2 T 119 R 23 BENCHMARK: -D NGVD 09 RAFT SEAL PRIME CONSULTANT - Wenck °C- t' g `-6- -` "° °'""` °" PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT SHEET TITLE PLAN AND PROFILE STA. 0 +00 TO STA. 15 +00 CITY OF CORCORAN CORCORAN, MINNESOTA DWN BY M CHK'D DC APP'D DWG DATE 11 -09 -2011 scuE AS SHOWN 1 COUNCIL REVIEW I JVB I KT 14-05-20121 PROJECT NO. 2294 -15 SHEET NO. - O IREVNO. 1 REV REVISION DESCRIPTION DWN APP REV DATE E z aw STEPS OVER OU IF REQUIRED FL INSTALL 20 GRAVITY STUB win �- SHEET LINER DIP FOR DROP IS AVAILABLE IN (3) SIZES: 8', 10', 12' 0 5' 72'0 s � ot >E b w MH BASES FOR OUTSIDE DROPS 1 NOT TO SCALE p -101 PIPE AIRED PIPE OPENING JOINT 5 NOT TO SCALE D -101 3/4' LETTERING I- 1- I -I-1 1- I- 1- I -1 -1 -I I- 1- 1- I- 1 -I -I -1 1-1-I-1-I-•I-1-I- _1_1_1_1- 1_1_1_1_ - I- 1- 1- I -1 -I -I -1- 1-I-1-I-I-1-I- 1-1-1-1-1-1-1•-1 1- I- 1- I -I -1 -i I- �- I -I -I -I (2) SPECIAL LIFTING HOLES MH CASTING - MODIFIED 2 NOT TO SCALE D -101 INTERIOR WALL INTEGRAL CAST GASKET fld WATERTIGHT CONNECTIONS 6 NOT TO SCALE 5-101 7/8' DIA (TYP OF 4) TOP VIEW r 1/8 3/8' 1 7/16' SECTKN A -A KEYNOTE: 1. CONTRACTOR SHALL DRILL k TAP TWO REINFORCED FLANGES k INSTALL BOLT DOWN MH COVER SECURITY PLATE, SEE MH FRAME 3 NOT TO SCALE p -101 CAST IRON, DUCTILE IRONfSTAIN '1.5' z 16 TPI OR STAINLESS STEEL STEEL BOLT ISOMETRIC NOTES, 1. TOLERANCE FOR PLATE DIMENSIONS: t 1/32'. 2. WHEN INSTALLING IN MH FRAME. COAT BOLT THREADS WITH ANTI -SEIZE COMPOUND AND TIGHTEN TO 20 FT -LEIS. MH COVER SECURITY PLATE 7 NOT TO SCALE D -101 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWN APP I REV DATE BACKFILL W/ CONTROLLED LOW STRENGTH MATERIAL (CLSM) 18' 0 STEEL CASING PIPE (WALL THICKNESS 0.3127 Noss: 1. BULKHEAD END OF CASING PIPE W/ CONCRETE BLOCK k MORTAR, BY CONTRACTOR DESIGN 2. INSTALL BACKFILL GROUT FROM DOWNSTREAM END TO UPSTREAM END. PLACE VENT PIPE AT BULKHEAD k EXTEND 5' ABOVE RCP CASING CROWN. PIPE BLOCKING 3 BRACING PER SPECIFICATIONS 6' PVC CARRIER CARRIER PIPE IN EXISTING RCP CASING 4 NOT TO SCALE D -101 PIPE BEDDING MATERIAL MnDOT 3149.2G COMPACT TO 95% MODIFIED PROCTOR GEOTEXNLE FABRIC AS DIRECTED BY THE CAR (ENGINEER) SUSCUT AS DIRECTED BY REMOVE UNSUITABLE MATE WITH MnDOT 3149.2H ROC COMPACTED TO 95R MODII FORCEMAIN PIPE BEDDING 8 NOT TO SCALE D -101 NOTES: 1. CONTRACTOR SHALL CONSTRUCT TRENCH AND PROVIDE PROTECTF REQUIRED TO COMPLY WITH OSHA REGULATIONS. 2. WRAP PIPE BEDDING MATERIAL WITH FABRIC. 3. OVERLAP GEOTEXRLE FABRIC AT THE CENTERLINE OF TRENCH. 4. INSTALL TRACER WIRE & PASSIVE ELCTRONIC MARKERS (PEN) PE 5. INSTALL PLASTIC WARNING TAPE PER SECTION 02316. DRAFT SEAL PRIME CONSULTANT PROJECT TITLE CORCORAN SEWER AND WATER UTILITY PROJECT Wen ck CITY OF CORCORAN C" = . roc. Web Site: www.we ck.mm CORCORAN, MINNESOTA SHEET TITLE DETAILS DWN BY CHK'D APP'D DWG DATE ' JVB DC I SCALE A', PROJECT NO. SHEET NO. 2294 -15 D -101 E E x .5 -1.5' a CONNECT TRACER WIRE MAIN TRACER R WIRE 5, HYDRA - FINDER TYPE DROP LID TOP OF WATER MAIN. HYDRANT FLAG TYLER No. 6860 wAtm TOP MUELLER No. H -10361 WATEROUS PACER MODEL BIBBY-STE-CROIX No. B -5160 WB- 100 -250 HYDRANT o ADJUST TOP TO 1/2" BELOW GRADE. BOX TO BE SET TO PROVIDE 12" OF ADJUSTMENT. — BACKFILL TO BE TAMPED #12 GAGE SOLID COPPER TRACER WIRE. ATTACH TRACER WIRE UNDER BOTTOM BOLT. 1.5 CUBIC YARDS GRAVEL OR CRUSHED ROCK. COVER WITH POLYETHYLENE WRAP 7 _ — 8" CONCRETE BLOCK TIE ALL FITTINGS WITH MIN. OF TWO, 3/4' DIAMETER RODS (STAINLESS STEEL OR EPDXY COATED), OR WITH MEGALUGS NOTE: 1. FACTORY INSTALLED PLUGS REQUIRED WHENEVER HYDRANTS ARE INSTALLED IN AREAS WITH HIGH GROUNDWATER LEVEL, AS DETERMINED BY DEWATERING REQUIREMENTS AND THE CITY ENGINEER. THE MAIN NOZZLE SHALL BE PAINTED BLUE FOR ALL HYDRANTS WITH PLUGGED DRAIN HOLES. 2. ALL DUCTILE IRON WATERMAIN FITTINGS SHALL BE FUSION BONDED EPDXY COATED. 3. HYDRANTS SHALL BE MARKED WITH STAINLESS STEEL TAG FROM FACTORY. 4. CONTRACTOR SHALL SUPPLY TWO HYDRANT FLAGS, ONE TO BE INSTALLED ON THE HYDRANT AND THE SECOND DELIVERED TO THE MINNETRISTA MAINTENANCE FACILITY. 5. ALL HYDRANT LEADS ARE TO BE CONSTRUCTED WITH POLYWRAPPED DIP, CLASS 52. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL HYDRANT DETAIL NOT TO SCALE D-102 NOTES: 1. SHAPE OF BACK OF BUTTRESS MAY VERY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 EQUAL TO OR LARGER THAN 45'. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4. 0 = 45' MINIMUM. 5. PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. 6. MEGALUGS SHALL BE INSTALLED ON ALL BENDS. 0- SEE I BUTTRESS DIMENSIONS PIPE 22 1/7 BEND 45' BEND 90' BEND SIZE B1 D1 B2 D2 B3 D 6" V -5" V -5" V -5" V -5" 2' -1" V -6" 8° 1' -5" V -5" 2' -1° V -6" 2' -8" 2' -0" 12" V -10" V -10" 3' -4" 2' -0" 4' -9" 2' -6" 16° X -0" 2' -0" 3' -10° 3' -0" 6' -2" 3' -6" 20° V -6" 2' -8" V -6' X -4" 8' -4" 4' -0" 24° 4' -4" 3' -0" 6' -10° 3' -10 30° 9' -3" 6' -0° 0- S RAN W Bllpi RNI 4W BBNOi 0- SEE NOTE 4 Vaftwe L A CONCRETE SHALL BE a ri IN CONTACT WITH THIS ' ff ° QUADRANT OF PIPE a ° 2 A g a BED D NG EAR ONCR SBDIIDN A-A KAN 22 1/T BENDS NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL GRADE TOP TYLER No. 6860 26" MUELLER No. H -10361 26" BIBBY-STE-CROIX No. V8502 27" EXTENSION 14" TYLER No. 58 - - No. 59 18" No. 60 24" MUELLER No. 58 14" No. 59 20" BIBBY-STE-CROIX VB520 No. 57 9° VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 Y8" BOTTOM TYLER No. 6860 65" MUELLER No. H- 1036165" 0 BIBBY-STE-CROIX No. V8516 60" C COPPER TRACER WIRE INSTALLED ON ALL PVC WATER MAIN BASE TYLER NO. 6860 MUELLER NO. H -10357 BIBBY- STE -CROIX B -5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4° SHAFT, SIZE G BOX, 7' -6" EXTENDED, j6 ROUND BASE ALL VALVE BOX COMPONENTS SHALL BE MANUFACTURED IN THE U.S. OR CANADA, OR AS APPROVED BY THE CITY ENGINEER. RESIUANT WEDGE VALVE CONFORMING ANNA C- 509 -80 STANDARDS INSTALLED WITH A VALVE BOX ADAPTER TYPE II. (TYP) 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS ARE TO BE CORE -BLUE OR AN APPROVED EQUAL GATE VALVE AND BOX INSTALLATION DETAIL 2 NOT TO SCALE D -102 GRADE 45' BEND OBSTRUCTION VARIABLE PVC `MINIMUM 2" �,1ECH. COMPACTED WATER MAIN INSULATION _ / SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED 3/4° STAINLESS OR TIE RODS, OR EPDXY COATED TIE MEGALUGS RODS, OR MEGALUGS. SELECT GRANULAR 45' BEND 45' BEND 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1. ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSI /AWWA C550 AND C116/A21.116 REQUIREMENTS. 2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN. 3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT -05. 5. COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL. WATERMAIN OFFSET DETAIL 6 NOT TO SCALE D -102 CONCRETE THRUST BLOCKING DETAIL 5 0 0 NOT TO SCALE D -102 M (��G.G NOTES, 0.063" THICK ALUMINUM SIGN. E H BLACK LETTERS ON WHITE HIGH INTENSITY 0 0 REFLECTORIZED BACKGROUND. U- CHANNEL POST MINIMUM 3LB /FT 6 -6° LONHG, PAINTED GREEN. ° PLACED AS DIRECTED BY CITY ENGINEER. ° STRUCTURE MARKER SIGNS 9 NOT TO SCALE D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 8.0' MINIMUM COVER REQUIRED OVER — BACKFILL TO BE TAMPED #12 GAGE SOLID COPPER TRACER WIRE. ATTACH TRACER WIRE UNDER BOTTOM BOLT. 1.5 CUBIC YARDS GRAVEL OR CRUSHED ROCK. COVER WITH POLYETHYLENE WRAP 7 _ — 8" CONCRETE BLOCK TIE ALL FITTINGS WITH MIN. OF TWO, 3/4' DIAMETER RODS (STAINLESS STEEL OR EPDXY COATED), OR WITH MEGALUGS NOTE: 1. FACTORY INSTALLED PLUGS REQUIRED WHENEVER HYDRANTS ARE INSTALLED IN AREAS WITH HIGH GROUNDWATER LEVEL, AS DETERMINED BY DEWATERING REQUIREMENTS AND THE CITY ENGINEER. THE MAIN NOZZLE SHALL BE PAINTED BLUE FOR ALL HYDRANTS WITH PLUGGED DRAIN HOLES. 2. ALL DUCTILE IRON WATERMAIN FITTINGS SHALL BE FUSION BONDED EPDXY COATED. 3. HYDRANTS SHALL BE MARKED WITH STAINLESS STEEL TAG FROM FACTORY. 4. CONTRACTOR SHALL SUPPLY TWO HYDRANT FLAGS, ONE TO BE INSTALLED ON THE HYDRANT AND THE SECOND DELIVERED TO THE MINNETRISTA MAINTENANCE FACILITY. 5. ALL HYDRANT LEADS ARE TO BE CONSTRUCTED WITH POLYWRAPPED DIP, CLASS 52. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL HYDRANT DETAIL NOT TO SCALE D-102 NOTES: 1. SHAPE OF BACK OF BUTTRESS MAY VERY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 EQUAL TO OR LARGER THAN 45'. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4. 0 = 45' MINIMUM. 5. PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. 6. MEGALUGS SHALL BE INSTALLED ON ALL BENDS. 0- SEE I BUTTRESS DIMENSIONS PIPE 22 1/7 BEND 45' BEND 90' BEND SIZE B1 D1 B2 D2 B3 D 6" V -5" V -5" V -5" V -5" 2' -1" V -6" 8° 1' -5" V -5" 2' -1° V -6" 2' -8" 2' -0" 12" V -10" V -10" 3' -4" 2' -0" 4' -9" 2' -6" 16° X -0" 2' -0" 3' -10° 3' -0" 6' -2" 3' -6" 20° V -6" 2' -8" V -6' X -4" 8' -4" 4' -0" 24° 4' -4" 3' -0" 6' -10° 3' -10 30° 9' -3" 6' -0° 0- S RAN W Bllpi RNI 4W BBNOi 0- SEE NOTE 4 Vaftwe L A CONCRETE SHALL BE a ri IN CONTACT WITH THIS ' ff ° QUADRANT OF PIPE a ° 2 A g a BED D NG EAR ONCR SBDIIDN A-A KAN 22 1/T BENDS NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL GRADE TOP TYLER No. 6860 26" MUELLER No. H -10361 26" BIBBY-STE-CROIX No. V8502 27" EXTENSION 14" TYLER No. 58 - - No. 59 18" No. 60 24" MUELLER No. 58 14" No. 59 20" BIBBY-STE-CROIX VB520 No. 57 9° VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 Y8" BOTTOM TYLER No. 6860 65" MUELLER No. H- 1036165" 0 BIBBY-STE-CROIX No. V8516 60" C COPPER TRACER WIRE INSTALLED ON ALL PVC WATER MAIN BASE TYLER NO. 6860 MUELLER NO. H -10357 BIBBY- STE -CROIX B -5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4° SHAFT, SIZE G BOX, 7' -6" EXTENDED, j6 ROUND BASE ALL VALVE BOX COMPONENTS SHALL BE MANUFACTURED IN THE U.S. OR CANADA, OR AS APPROVED BY THE CITY ENGINEER. RESIUANT WEDGE VALVE CONFORMING ANNA C- 509 -80 STANDARDS INSTALLED WITH A VALVE BOX ADAPTER TYPE II. (TYP) 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS ARE TO BE CORE -BLUE OR AN APPROVED EQUAL GATE VALVE AND BOX INSTALLATION DETAIL 2 NOT TO SCALE D -102 GRADE 45' BEND OBSTRUCTION VARIABLE PVC `MINIMUM 2" �,1ECH. COMPACTED WATER MAIN INSULATION _ / SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED 3/4° STAINLESS OR TIE RODS, OR EPDXY COATED TIE MEGALUGS RODS, OR MEGALUGS. SELECT GRANULAR 45' BEND 45' BEND 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1. ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSI /AWWA C550 AND C116/A21.116 REQUIREMENTS. 2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN. 3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT -05. 5. COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL. WATERMAIN OFFSET DETAIL 6 NOT TO SCALE D -102 CONCRETE THRUST BLOCKING DETAIL 5 0 0 NOT TO SCALE D -102 M (��G.G NOTES, 0.063" THICK ALUMINUM SIGN. E H BLACK LETTERS ON WHITE HIGH INTENSITY 0 0 REFLECTORIZED BACKGROUND. U- CHANNEL POST MINIMUM 3LB /FT 6 -6° LONHG, PAINTED GREEN. ° PLACED AS DIRECTED BY CITY ENGINEER. ° STRUCTURE MARKER SIGNS 9 NOT TO SCALE D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 0- S RAN W Bllpi RNI 4W BBNOi 0- SEE NOTE 4 Vaftwe L A CONCRETE SHALL BE a ri IN CONTACT WITH THIS ' ff ° QUADRANT OF PIPE a ° 2 A g a BED D NG EAR ONCR SBDIIDN A-A KAN 22 1/T BENDS NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL GRADE TOP TYLER No. 6860 26" MUELLER No. H -10361 26" BIBBY-STE-CROIX No. V8502 27" EXTENSION 14" TYLER No. 58 - - No. 59 18" No. 60 24" MUELLER No. 58 14" No. 59 20" BIBBY-STE-CROIX VB520 No. 57 9° VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 Y8" BOTTOM TYLER No. 6860 65" MUELLER No. H- 1036165" 0 BIBBY-STE-CROIX No. V8516 60" C COPPER TRACER WIRE INSTALLED ON ALL PVC WATER MAIN BASE TYLER NO. 6860 MUELLER NO. H -10357 BIBBY- STE -CROIX B -5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4° SHAFT, SIZE G BOX, 7' -6" EXTENDED, j6 ROUND BASE ALL VALVE BOX COMPONENTS SHALL BE MANUFACTURED IN THE U.S. OR CANADA, OR AS APPROVED BY THE CITY ENGINEER. RESIUANT WEDGE VALVE CONFORMING ANNA C- 509 -80 STANDARDS INSTALLED WITH A VALVE BOX ADAPTER TYPE II. (TYP) 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS ARE TO BE CORE -BLUE OR AN APPROVED EQUAL GATE VALVE AND BOX INSTALLATION DETAIL 2 NOT TO SCALE D -102 GRADE 45' BEND OBSTRUCTION VARIABLE PVC `MINIMUM 2" �,1ECH. COMPACTED WATER MAIN INSULATION _ / SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED 3/4° STAINLESS OR TIE RODS, OR EPDXY COATED TIE MEGALUGS RODS, OR MEGALUGS. SELECT GRANULAR 45' BEND 45' BEND 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1. ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSI /AWWA C550 AND C116/A21.116 REQUIREMENTS. 2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN. 3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT -05. 5. COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL. WATERMAIN OFFSET DETAIL 6 NOT TO SCALE D -102 CONCRETE THRUST BLOCKING DETAIL 5 0 0 NOT TO SCALE D -102 M (��G.G NOTES, 0.063" THICK ALUMINUM SIGN. E H BLACK LETTERS ON WHITE HIGH INTENSITY 0 0 REFLECTORIZED BACKGROUND. U- CHANNEL POST MINIMUM 3LB /FT 6 -6° LONHG, PAINTED GREEN. ° PLACED AS DIRECTED BY CITY ENGINEER. ° STRUCTURE MARKER SIGNS 9 NOT TO SCALE D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 CONCRETE SHALL BE a ri IN CONTACT WITH THIS ' ff ° QUADRANT OF PIPE a ° 2 A g a BED D NG EAR ONCR SBDIIDN A-A KAN 22 1/T BENDS NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL GRADE TOP TYLER No. 6860 26" MUELLER No. H -10361 26" BIBBY-STE-CROIX No. V8502 27" EXTENSION 14" TYLER No. 58 - - No. 59 18" No. 60 24" MUELLER No. 58 14" No. 59 20" BIBBY-STE-CROIX VB520 No. 57 9° VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 Y8" BOTTOM TYLER No. 6860 65" MUELLER No. H- 1036165" 0 BIBBY-STE-CROIX No. V8516 60" C COPPER TRACER WIRE INSTALLED ON ALL PVC WATER MAIN BASE TYLER NO. 6860 MUELLER NO. H -10357 BIBBY- STE -CROIX B -5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4° SHAFT, SIZE G BOX, 7' -6" EXTENDED, j6 ROUND BASE ALL VALVE BOX COMPONENTS SHALL BE MANUFACTURED IN THE U.S. OR CANADA, OR AS APPROVED BY THE CITY ENGINEER. RESIUANT WEDGE VALVE CONFORMING ANNA C- 509 -80 STANDARDS INSTALLED WITH A VALVE BOX ADAPTER TYPE II. (TYP) 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS ARE TO BE CORE -BLUE OR AN APPROVED EQUAL GATE VALVE AND BOX INSTALLATION DETAIL 2 NOT TO SCALE D -102 GRADE 45' BEND OBSTRUCTION VARIABLE PVC `MINIMUM 2" �,1ECH. COMPACTED WATER MAIN INSULATION _ / SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED 3/4° STAINLESS OR TIE RODS, OR EPDXY COATED TIE MEGALUGS RODS, OR MEGALUGS. SELECT GRANULAR 45' BEND 45' BEND 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1. ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSI /AWWA C550 AND C116/A21.116 REQUIREMENTS. 2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN. 3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT -05. 5. COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL. WATERMAIN OFFSET DETAIL 6 NOT TO SCALE D -102 CONCRETE THRUST BLOCKING DETAIL 5 0 0 NOT TO SCALE D -102 M (��G.G NOTES, 0.063" THICK ALUMINUM SIGN. E H BLACK LETTERS ON WHITE HIGH INTENSITY 0 0 REFLECTORIZED BACKGROUND. U- CHANNEL POST MINIMUM 3LB /FT 6 -6° LONHG, PAINTED GREEN. ° PLACED AS DIRECTED BY CITY ENGINEER. ° STRUCTURE MARKER SIGNS 9 NOT TO SCALE D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 BOTTOM TYLER No. 6860 65" MUELLER No. H- 1036165" 0 BIBBY-STE-CROIX No. V8516 60" C COPPER TRACER WIRE INSTALLED ON ALL PVC WATER MAIN BASE TYLER NO. 6860 MUELLER NO. H -10357 BIBBY- STE -CROIX B -5001 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 1/4° SHAFT, SIZE G BOX, 7' -6" EXTENDED, j6 ROUND BASE ALL VALVE BOX COMPONENTS SHALL BE MANUFACTURED IN THE U.S. OR CANADA, OR AS APPROVED BY THE CITY ENGINEER. RESIUANT WEDGE VALVE CONFORMING ANNA C- 509 -80 STANDARDS INSTALLED WITH A VALVE BOX ADAPTER TYPE II. (TYP) 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS ARE TO BE CORE -BLUE OR AN APPROVED EQUAL GATE VALVE AND BOX INSTALLATION DETAIL 2 NOT TO SCALE D -102 GRADE 45' BEND OBSTRUCTION VARIABLE PVC `MINIMUM 2" �,1ECH. COMPACTED WATER MAIN INSULATION _ / SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED 3/4° STAINLESS OR TIE RODS, OR EPDXY COATED TIE MEGALUGS RODS, OR MEGALUGS. SELECT GRANULAR 45' BEND 45' BEND 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1. ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSI /AWWA C550 AND C116/A21.116 REQUIREMENTS. 2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN. 3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT -05. 5. COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR APPROVED EQUAL. WATERMAIN OFFSET DETAIL 6 NOT TO SCALE D -102 CONCRETE THRUST BLOCKING DETAIL 5 0 0 NOT TO SCALE D -102 M (��G.G NOTES, 0.063" THICK ALUMINUM SIGN. E H BLACK LETTERS ON WHITE HIGH INTENSITY 0 0 REFLECTORIZED BACKGROUND. U- CHANNEL POST MINIMUM 3LB /FT 6 -6° LONHG, PAINTED GREEN. ° PLACED AS DIRECTED BY CITY ENGINEER. ° STRUCTURE MARKER SIGNS 9 NOT TO SCALE D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 COUNCIL REVIEW I JVB I KT 4- 05 -20' REVISION DESCRIPTION I DWNj APPI REV DATE POWERSEAL, ROMAC, OR APPROVED EQUAL \/, FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE. \ \ \j/ D1 OPPER TRACER WIRE INSTALLED \� ON ALL PVC WATER MAIN \ A �� o A PINT FUSION BONDED EPDXY COATED DUCTILE IRON OR STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING \j \/ 8.0' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESIUANT WEDGE VALVE CONFORMING TO ANNA C- 509 -80 STANDARDS MEGALUGS (TYP) SECTION A A \ \\ VX� \ x COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH ONCRETE THRUST BLOCKING 8° CONCRETE BLOCK NOTE: ALL WATERMAIN BOLTS SHALL BE CORE -BLUE OR AN APPROVED EQUAL BUTTERLY VALVE AND BOX INSTALLATION DETAIL 3 NOT TO SCALE D -102 2" X 2" WOOD OR STEEL FENCE POST, 8' MAX. SPACING x GEOTEXTILE FABRIC - OVERLAP FABRIC S2 6" AND FASTEN AT 2' INTERVALS W LAY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL z TRENCH WITH TAMPED NATURAL SOIL DIRECTION Or RUNS OFF rz AN �w a .6:. .. MIN. SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO IN -SITU SOIL SUPPORT POSTS WITH LATH AND STAPLES. SILT FENCE — MACHINE SLICED DETAIL 7 NOT TO SCALE D -102 6" MINIMUM �f _U U,y�4�U��o�vQ� DEPTH �"oo°U�Uo° 0 MG )(Do 1" - 2" 'y ° °0 ° °0 WASHED ROCK LNG M\NtN�M 18" MINIMUM CUT 20(N OFF BERM TO MINIMIZE RUNOFF FROM SITE NS2TE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE DETAIL SEAL I PRIME CONSULTANT iWenck O W.—k Aeaocietee. Inc. W"C Site: """."enck.c. COnaull " EnElneere COMPACTED BACKFILL 12" _ _ GRANULAR BORROW MNDOT SPEC. 14 1 M =1 1= 3 98 OD +I' -1 "D" DENOTES MIN. OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION do BEDDING IN GOOD SOILS IMPROVED PIPE FOUNDATION °D° Denotes outside Diameter of pipe PIPE FOUNDATION ac BEDDING IN POOR SOILS (AS DIRECTED BY ENGINEER) BEDDING METHODS FOR PVC 4 NOT TO SCALE D -102 V 1: w PRECAST INVERT MUST BE 1/2 DIAMETER OF PIPE AND BENCHES SHOULD BE SLOPED 2" TOWARD INVERT. CASTING A 16 B R 42B 27° 7° MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. NEENAH FRAME AND COVER OR EQUAL am LETTERED "SANITARY SEWER' WITH 2 CONCEALED PICK HOLES MINIMUM OF 2 AND MAXIMUM OF 5 CONCRET ADJUSTMENT RINGS WITH FULL BED OF MORT BETWEEN EACH RING. 1 RING WITH MORTAR 0.2'. AN EXTERNAL CHIMNEY SEAL (INFI-SHI 27" OR OTHER APPROVED NEOPRENE SEAL) SHAL BE FURNISHED AND INSTALLED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. ALUMINUM STEPS APPROVED ALL JOINTS IN MANHOLE TO HAVE °0° RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED. 47' TYP. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. 5° KOR -N -SEAL MANHOLE BOOT OR EQUAL SHALL BE PROVIDED FOR EACH INVERT. DOGHOUSES SHALL BE GROUTED ON BOTH INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS 6° FOR STRUCTURES 14' DEEP OR LESS, AND INCREASES 1° IN THICKNESS FOR EVERY 4' DEPTH GREATER THAN 14'. SANITARY SEWER JUNCTION MANHOLE 8 NOT TO SCALE DRAFT 2 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 PROJECT TITLE (SHEET TITLE CORCORAN SEWER AND WATER DETAILS UTILITY PROJECT CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 11 -09 -2 CORCORAN, MINNESOTA JVB DC SCALE AS SHOWN PROJECT NO. SHEET NO. REV 2294 -15 D -102 E OVER AIR /E ODOR CONTROL UNIT UNIVERSAL P VALVE w/ VI TO ABOVE S INTO VIEW 0 4' 8' Scale in feet 1L AIR \VACUUM VALVE COUPLING ADAPTOR I AVRS (TYPICAL) 1 NOT TO SCALE 0-104 STATION STRUCTURE RIM INVERT FLOOR ELEV. 515 +25 AVRS -13A 1020.56 1012.66 1011.26 523 +50 AVRS -13B 1014.79 1006.78 1005.40 627 +50 AVRS -20A• 983.71 975.14 974.46 633 +58 FAS -208 961.99 953.90 952.67 ' NOTE: NO 16° X 16° TEE INSTALLED ON AVRS -20A, 2° DIRECT TAP WITH SS SADDLE JtI.IIUIN H —H 0 4' 8' Scale in feet KEY NOTES: 1 FRAME, NEENAH R1755 —G OVER AIR/VACUUM VALVE AND FRAME, NEENAH R1733 VENTED LID AND (2) CONCEALED PICK HOLES OVER ODOR CONTROL UNIT. 2 ONE (MAX.) REINFORCED CONCRETE ADJUSTING RING 2 ", 4" OR 6" THICK w/ FULL 3/8" BED OF MORTAR. 3 PROVIDE 2 RINGS OF E —Z STICK (3/4' GASKET MATERIAL UNDER CASTING. 4 PRECAST /REINFORCED FLAT COVER AS PER ASTM C -478. 5 USE ONLY PRECAST SECTIONS. NO BRICK OR BLOCK. 6 8" CAST IN —PLACE CONCRETE OR 6" PRECAST REINFORCED CONCRETE (64" MIN. o.d.) 7 CEMENT MORTAR ALL AROUND. 8 LEAN CONCRETE TO BEAR AGAINST FIRM UNDISTURBED SOIL. 9 PROVIDE WATER TIGHT CONNECTION FOR ALL PIPES. 10 PROVIDE 0 —RING RUBBER GASKET PER ASTM C -443. 11 12" WIDE POLYPROPYLENE ENCASED STEPS, 16" ox. 12 FIRST LENGTH OF PIPE SHALL BE DUCTILE IRON PIPE OR SDR 26 PVC FOR NEW CONNECTIONS. 13 4" MINIMUM — SAND CUSHION. 14 UNDISTURBED SOIL OR COMPACTED SUBGRADE. 15 CORE DRILLING 0 JOINTS IS NOT PERMITTED. 16 LIFTING HOLES WHICH PENETRATE THROUGH SECTION WALLS ARE NOT PERMITTED. 17 INSTALL CONCRETE SUPPORT UNDER EACH VALVE OR ISOLATED FITTING. KEY NOTES: 1 PLACE TOP OF CASTING EVEN WITH GRADE MECHANICALLY ATTACH CASTING TO PVC PIPE 2 COIL SUFFICIENT LENGTH OF LOCATION WIRES AND ANODES TOGETHER INSIDE BOX SO THAT WHEN STRAIGHTENED THEY WOULD EXTEND 12 INCHES ABOVE TOP OF CASTING. COIL ENDS OF WIRE TOGETHER WITH A COPPER SPLIT BOLT CONNECTOR. LABEL EACH WIRE WITH A 1° BRASS TAG AS FOLLOWS WIRE LABEL LOCATION WIRE LEADING DOWN STATION "WEST" LOCATION WIRE LEADING UP STATION "EAST" WIRE LEADING TO MAGNESIUM ANODE °ANODE" 3 DRILL AND EPDXY GROUT 2 — 14 REINFORCING STEEL (REBARS) DOWELS EACH 18 "— INCHES IN LENGTH. ALL REINFORCING STEEL AND ITS INSTALLATION SHALL CONFORM TO SECTION 03300. 4 CONCRETE MEETING SECTION 03300. 5 ANODE WIRE SHALL BE /12 AWG SOLID COPPER WIRE, COMPLYING WITH NFPA 70 TYPE TW INSULATION. COLOR OF INSULATION COLORED SHALL BE BLACK. 6 A FIVE POUND PACKED MAGNESIUM ANODE SHALL BE THE TYPE CORRESPONDENING TO THE CHEMICAL COMPOSITION LISTED IN THE FOLLOWING TABLE. PERCENT BY WEIGHT ELEMENT ALLOY ALUMINUM 0.003% MAX ZINC 0.002% MAX. MAGANESE 0.800% MAX COPPER 0.0001% MAX SILICON 0.002% MAX IRON 0.025% MAX NICKEL 0.0005% MAX MAGANESIUM REMAINDER 6.1 THE ANODE SHALL BE FACTORY PACKAGED WITH AN ARTIFICIAL BACKFILL IN A WATER PERMEABLE FABRIC SACK OR CARDBOARD CONTAINER AND CENTERED IN THE BACKFILL MATERIAL THE ANODE SHALL BE PACKAGED ON A VIBRATING PLATFORM TO ATTAIN DENSE PACKING, AND CENTERING SHALL BE ASSURED BY MEANS OF SPACERS. THE TOTAL WEIGHT OF THE PACKAGED ANODE (ONE POUND BARE ANODE) SHALL BE APPROXIMATELY FIVE (5) POUNDS. 6.2 ARTIFICIAL BACKFILL SHALL BE OF THE QUICK WETTING TYPE AND SHALL HAVE THE FOLLOWING COMPOSITION. APPROXIMATE PERCENT MATERIAL BY WEIGHT GYPSUM 75 BENTONITE 20 SODIUM SULFATE 5 6.3 MAGNESIUM ANODE SHALL BE EQUAL TO THOSE MANUFACTURED BY MAGCORP: SALT LAKE CITY UT. OR EQUAL COUNCIL REVIEW I JVB I KT 4 -05 -20 REVISION DESCRIPTION I DWN1 APP I REV DATE #4 REBAR V -4° I LOCATION WIRE FORCE MAIN 71� AIR/VACUUM RELEASE STRUCTURE I LOCATION WIRE MINI BOX LOCATION WIRE 6" CASTING W /LID OF STRUCTURE GRADE D 12" t TIPSOIL -111 —iiiil l l iii l 1 Ti =ills i X14 REBAR 6" STRUCTURE WALL ' 6 "0 PVC SCH. 40 LOCATION WIRE II o I 4 M (3) WIRES LOCATION WIRE ANODE BURY TO MINIMUM DEPTH OF 6' -0" BELOW GROUND FORCEMAIN STRUCTURE 2 LOCATION WIRE BOX NOT TO SCALE SEAL PRIME CONSULTANT �Wenck O W—k Aew mte Irtc. Web Site: www.wenck.com Co Wting Engineers WATER CITY OF CORCORAN CORCORAN, MINNESOTA DRAFT DETAILS WIN BY I CHK'D APP'D DWG DATE 11 -C JVB DC SCALE AS SF ROJECT NO. SHEET NO. 2294 -15 D -103 STAFF REPORT Document No. 11 b. Council Meeting: April 12, 2012 Prepared By: City Engineer, Kent Torve Topic: Public Works Pre - Design Action Required: Staff Direction 1.0 COUNCIL ACTION REQUESTED Council is requested to direct staff on which firms to interview for the Pre - Design work, unless there is consensus from the proposals on one firm to award the project. The project is for professional services, therefore the Council is not required to select the low cost provider and a cost could be negotiated with a firm that only provided qualifications. 2.0 BACKGROUND Staff held a pre -bid meeting, hosted a tour of the facilities and answered inquiries from qualified firms to complete a pre- design effort that involves; • Review of existing City documents • Interview the public works staff and City Administrator • Create a floor plan view with existing equipment shown • Discuss short term (5 and 10 year) equipment storage needs • Discuss potential split facility (warm/cold) • Discuss cost and advantages /disadvantages of cold storage accessory buildings, and • Detailed cost estimating, excluding site work. 3.0 SUBMITTALS (alphabetical order) 292 Design Group /Nelson Rudie Assoc Qualifications only Bloom Co. and Rochon Corp DJ Medin Architects DSGW Firm Ground Architects Hagen, Christiansen and McIlwain Hay /Roo Kodet Architectural Group Oertel Architects TKDA Qualifications only Qualifications submitted and cost of $6,650 Qualifications only Qualifications submitted and cost of $7,500 Qualifications submitted and cost of $7,500 Qualifications submitted and cost of $5,985 Qualifications submitted and cost of $12,500 Qualifications only Qualifications submitted and cost of $12,500 ADMINISTRATOR'S REPORT Agenda Item No. 11c. Council Meeting: Prepared By: April 12, 2012 Dan Donahue, Administrator Topic: Action Required: Discussion on Long Term Finance Planning Direction Policy: City has adopted Financial guidelines and policies; will periodically review Budget Impact: Summary: The city council will periodically review the existing financial policies and guidelines to assure that the city is and will remain on solid financial footings as it advances it's involvement in major city infrastructure and facilities development. The city seeks to understand the financing of these developments; and how these developments will impact the property owners and citizens of the city financially through assessments and property taxes. In the near future, the city will be financing parts or all of the development of a Public Works Facility and a Sewer & Water Infrastructure project. The city will be required to seek bonding to obtain needed funds for the developments. The city will be required to submit its information to a nationally recognized rating agency in order for the agency to issue a "rating" of the city. Of vital importance to the city is to have a long term financial plan in place that informs the rating agencies and the potential holder of city bonds how the city will conduct its financial business into the future. Also this plan will address the level of unassigned fund balances, the goals for the unassigned balances, and how the goal is to be reached /maintained. The current policy (adopted Feb. 9, 2012) on Unassigned Fund Balance is: Unassigned fund balance represents the residual classification for the General fund. Includes amounts that have not been assigned to other funds and that have not been restricted, committed, or assigned to specific purposes within the General fund. The General fund should be the only fund that reports a positive unassigned fund balance amount. i. The City will strive to maintain an unrestricted fund balance in the General fund of an amount not less than % of the next year's budgeted expenditures of the General fund. (Note: The desired level of unrestricted fund balance can be expressed Administrator's Report —April 12, 2012 Council Meeting Page 2 either as a minimum amount or as a range between a minimum and maximum amount). This will assist in maintaining an adequate level of fund balance to provide for cash flow requirements and contingency needs because major revenues, including property taxes and other government aids are received in the second half of the City's fiscal year. ii. Unrestricted fund balance can be "spent down" if there is an anticipated budget shortfall in excess of $10,000. iii. If spending unrestricted fund balance in designated circumstances has reduced unrestricted fund balance to a point below the minimum targeted level, as noted above, the replenishment will be funded by property tax levy within one year. The current policy needs to be amended by stating a fund balance goal as it is currently blank. The policy should be further amended to show how to achieve the funding goals and what will be done to maintain that goal. I consulted with Paul Donna of Northland Securities about the coming city bond issuance and what we needed to do the get ready. The following proposal will provide guidance to make these needs changes in the policy. Proposal I am proposing that the city council consider developing a formal Five Year Finance Plan. The plan will address: • Future finance needs of the City of Corcoran Analysis of: property taxes, long term debt, the General Fund, special revenue funds, capital project funds, and water /sewer utility funds Cash balance goals The development of the plan and its adoption would occur prior to the issuance of bonds later this year for the Public Works Facility but after all decisions have been made on the sewer and water projects. In other words, the city needs to have its infrastructure and facility plans fairly well set for the next five years. Cost Cost is in the range of $5,000 to $7,500. This could be paid from bond proceeds. Northland will assist in the discussion of this topic. No immediate action at this meeting is requested. ADMINISTRATOR'S REPORT Agenda Item No. 11e. Council Meeting: Prepared By: April 12, 2012 Dan Donahue, Administrator Topic: Action Required: Policy on CIP Purchases Direction Policy: City adopted a Capitalization Policy and Guideline on February 9, 2012 which includes a Capital Improvement Plan (CIP) Budget Impact: Summary: The city does have a plan on how it will purchase capital resources if the city is to seek financing through short term debt instruments. The city should follow that plan in the future. It might mean a slight increase in annual budget expenditure but a decrease in debt service. I am recommending no changes. Discussion The city in the past ten years has sought to issue short term Certificates of Indebtedness bonds every two year in order to finance the purchase of capital resources needed by the city in order to carry out its mission and services. Typically, the Certificates have a term of repayment extending out nine year because it has been based on the heavy duty equipment that lasts up and over nine years. The city can set the length of time (not to exceed 10 years) to pay of the Certificates and several years ago the council settled on nine year. The city council recently expressed a desire to look at what class of capital items should or should not be included in the CIP. The city council also asked staff to bring forward options on a policy for funding yearly reoccurring capital purchases. I discussed with the financial advisor to the city (Northland Financial Inc.) about these two issues. Their recommendations are: • Each class of CIP items (computers, trucks, etc.) slated for purchase has their own amortization schedule based on expected service life. The total CIP is then a collection of the individual amortization schedules. As a result, no item in the CIP is paying for debt service beyond its normal service life. Whether a capital item is to be included or not in the CIP should not be based on its service life since this is addressed in that class amortization schedule. Administrator's Report —April 12, 2012 Council Meeting Page 2 If certain capital items are purchased every year, they should not be included on the CIP. For example, if computers are purchased every year, then to include them in the CIP means we are paying for the computers anyway and we are also pay in addition interest on the debt. The city could create a separate fund for these yearly reoccurring purchases that might have unknown actual costs. City Hall equipment (desks, chairs, carpet, etc) would qualify. The General Fund is expensed every year for a transfer to this fund for these yearly and ongoing purchases. That said above, the current adopted guideline on the purchase amount minimum is $5,000. With that provision, all computer, IT equipment, and office items should be excluded from the CIP, and purchases made through the annual budget. One huge caveat to the above is how these policies impact the city if the State of Minnesota imposes Levy Limits. Typically, bonding debt is outside of the levy limits. If the city finds itself up against this imposed levy ceiling, then putting more capital items into the CIP might make sense if there are other city financial needs. Finance Policies Adopted February, 09, 2012 CAPITALIZATION GUIDELINE Capital Assets: Capital assets are major assets that benefit more than a single fiscal period. Typical examples are land, improvements to land, easements, buildings, building improvements, vehicles, machinery, equipment, works of art and historical treasures, infrastructure, and various intangible assets. Capital assets are reported in the applicable governmental or business -type activities columns in the city's government -wide financial statements. Infrastructure assets are long -lived capital assets that normally are stationary in nature and normally can be preserved for a significantly greater number of years than most capital assets. Examples of infrastructure assets include roads, bridges, tunnels, drainage systems, water and sewer systems, dams, and lighting systems. Capital assets for the city will be defined as assets with an estimated useful life in excess of two years and an initial, individual cost of the following: • Land and Improvements $ 15,000 or more • Buildings and Improvements $ 15,000 or more • Other Improvements and Infrastructure $100,000 or more • Machinery, Equipment, and Vehicles $ 5,000 or more Capital assets will be reported at their historical cost. In the absence of historical cost information, the asset's estimated historical cost may be used. Assets donated by parties outside the city will be reported at their fair value on the date the donation is made. The historical cost of a capital asset will include the following: • Ancillary charges necessary to place the asset in its intended location (such as freight charges) • Ancillary charges necessary to place the asset in its intended condition for use (such as installation and site preparation charges) • Capitalized interest The historical cost of a capital asset will include the cost of any subsequent additions or improvements but exclude the cost of repairs. An addition or improvement, unlike a repair, either enhances a capital asset's functionality (effectiveness or efficiency), or it extends a capital asset's expected useful life. For example, periodically resurfacing a road would be treated as a repair (the cost would not be capitalized), while adding a new lane constitutes an addition (a cost that would be capitalized). Any capital asset currently recorded that does not meet the capitalization threshold guidelines of this policy will be exempted from the requirements of this policy. Finance Policies Adopted February, 09, 2012 Depreciation: Depreciation is the portion of the cost of a capital asset charged as an expense during a particular period. In accounting for depreciation, the cost of a capital asset, less any salvage value, is prorated over the estimated useful life of such an asset, and each period is charged with a portion of such cost. Through this process, the entire cost of the asset is ultimately charged off as an expense. The city's capital assets will be depreciated using the straight line method over the following estimated useful lives: • Land and Improvements Not Depreciated • Buildings and Improvements 10 to 50 years • Other Improvements and Infrastructure 20 to 50 years • Machinery, Equipment, and Vehicles 5 to 20 years • Construction in Progress Not Depreciated Accounting for Capital Assets: All capital asset records will be maintained for internal control and audit purposes. The City Clerk/Treasurer will maintain a listing of all capital assets, including acquisitions and disposals of capital assets, depreciation expense, and accumulated depreciation. Department heads will immediately notify the City Clerk/Treasurer of all capital asset acquisitions or disposals. Upon notification of the acquisition or disposal of capital assets and/or review of the city's financial transactions, the City Clerk /Treasurer will update the capital assets listing. Each department head will complete a physical inventory of their respective department's capital assets by December 31 of each year. The City Clerk/Treasurer will reconcile the physical inventory to the listing of capital assets. Capital Improvement Plan: A Capital Improvement Plan (CIP) will be developed for a period of five years. To be considered in the CIP, a capital asset or project must meet the useful life and capitalization amount thresholds as described above. Certain assets not meeting those thresholds may be included for informational and planning purposes at the City Council's discretion. The city will maintain its physical assets in a manner adequate to protect the city's capital investment and to minimize future maintenance and replacement costs. The city will provide for maintenance and replacement from current revenues where possible. Department heads will identify the needs, estimated costs, and potential funding sources for each capital asset or project for potential inclusion in the CIP. The City Administrator will be responsible for preparing and presenting the five year CIP annually to the City Council for approval. As resources are available, the most current year of the CIP will be incorporated into the current year operating budget as the capital improvement budget. The CIP will be reviewed and updated annually. Years two through five will be for planning purposes only. Any substantive change to the CIP after approval must be approved by the City Council. Sale of City -Owned Assets: Finance Policies Adopted February, 09, 2012 Per Minnesota Statute § 15.054, officers and employees of the city are generally prohibited from selling city -owned assets to another officer or employee of the city. This prohibition does not apply to the sale of items acquired or produced for sale to the general public in the ordinary course of business. In addition, city employees and officers are allowed to sell city assets if the sale is in the normal course of their duties. Assets no longer needed for public purposes can be sold to a city employee (but not to an officer) under the following conditions: • There has been reasonable public notice and the property is sold by public auction or sealed bid. • The employee is the highest responsible bidder. • The employee who buys the property must not be directly involved in the public auction or sealed bid process. There is no exception that allows the sale of city -owned real estate to a city officer or employee. April 1, 2012 CITY OF CORCORAN 8200 COUNTY ROAD 116, CORCORAN MN 55340 763.420.2288 — OFFICE 763.420.6056 — FAX E -mail — general @ci.corcoran.mn.us / Web Site — www.ci.corcoran.mn.us CITY OF CORCORAN ADVERTISEMENT FOR PROPOSALS Fire Protection and Emergency Services The City of Corcoran, MN, is accepting sealed proposals for Fire Protection and Emergency Services. Proposals will be accepted until 4:00 p.m. on , 2012, at Corcoran City Hall, located at 8200 County Road 116, Corcoran, MN 55340 and will be publicly opened at 9:05 a.m. on , 2012, at Corcoran City Hall. Proposals will be accepted in the following formats only: • Hard copy in a sealed envelope, clearly labeled with name of proposer, or • E -mail, .pdf format only The City of Corcoran reserves the right to reject any or all proposals and to waive any irregularities thereof. For proposal requirements, please contact the city office at (763) 420 -2288. CITY OF CORCORAN 8200 COUNTY ROAD 116, CORCORAN MN 55340 763.420.2288 — OFFICE 763.420.6056 — FAX E -mail — general &i.corcoran.mn.us / Web Site — www.ci.corcoran.mmus Request for Proposals City of Corcoran, Minnesota Fire Protection and Emergency Services April 1, 2012 Proposals Due 2012— 4:00PM A. Introduction The City of Corcoran, Minnesota is seeking proposals from qualified and responsible organizations to provide Fire and Emergency Services to the community. The level of service should include improvement to current response, improvement to ISO rating, and continuous improvement and benchmarking for same. B. Background Fire and emergency services are provided to the City of Corcoran by four independent volunteer fire departments (Figure 1: Current Fire and Emergency Service Providers). The City desires to consolidate fire and emergency services through a single provider with a stated goal of improving service delivery and response, improving the ISO rating (the City is currently rated at 8/9/10), and service consistent with other providers in similarly situated communities. The purpose of the RFP is to allow outside organizations to propose pricing along with level of service specifics to provide fire protection and emergency services within the City. The intended term of this agreement is ten (10) years, and is further described in the attached Appendix A, Model Fire Protection and Emergency Services Agreement. The scope of services and other contract requirements are also found within this Appendix. The City of Corcoran is located on the western edge of Hennepin County (Figure 2: Regional Orientation), and although it is located 20 miles from downtown Minneapolis, it has remained generally rural (Figure 3: Population Density). A population of 5,379, calculated the time of the 2010 U.S. Census, Corcoran has a total area of 35.9 square miles (35.8 square miles of land and 0.1 square miles of water). Communities bordering Corcoran include the cities of Maple Grove, Plymouth, Medina, Loretto, Greenfield, Hanover and Rogers. Figure 1: Current Fire and Emergency Service Providers Figure 2: Regional Orientation AHOKA WASHINGTON 1 H�NN PINT — vs A I SCOTT _DAK N Fire Protection -City of Corcoran City or Town Boundary Fire Stations Fire Departments 'nt ,f Hamel FD s Hanover FD ' \ Loretto FO ha r o v e- i Rogers FD OALa OR I — 4 Dayton FD Maple Grove FD #4 g I` Hanover COU., ROAM FD Maple Grove FD #5 w000LARO TIIL Rogers FD Plymouth FU #3 Ma�l� Gmv� G }ln°n l r(SI CO`lhRpAp Miles 0 1 2 S a Corcoran a]oAVCR .., r��l�,• #� Irxr. Clwl ANfrG Fwl JwcNM wwW fc!rq caul ` � "+C r5G d°e co! p�arar,!ee rb aK.nacy o'.'hrs c!a'a n :� � et item e .. W Loretto FD game/ FD & Ml ple G.— sWticn r E Loretln Station 1 �I m6Nf�v C lhaxE a` Hamel Station 1 Figure 2: Regional Orientation AHOKA WASHINGTON 1 H�NN PINT — vs A I SCOTT _DAK N Figure 3: Population Density Metropolitan Council Environmental Services (MCES) operates the Metropolitan Disposal System (MDS). Corcoran does not currently own and operate trunk sanitary sewer facilities and has no existing connections to the MDS. With completion of the feasibility report, final design, and the bid process, awarding of a contract is planned for April 2012. The goal of the bidding process is a May 2012 construction start when road restrictions are removed. Extensive construction consistent with high density development is predicted to occur directly following addition of municipal sewer services. The City of Corcoran belongs to the Lake Minnetonka Area Emergency Management Group whose membership consists of local emergency managers representing the following communities: Deephaven, Corcoran Excelsior, Greenwood, Independence, Long Lake, Loretto, Maple Plain, Medina, Minnetonka Beach, Minnetrista, Mound, Orono, Shorewood, Spring Park, St. Bonifacius, Tonka Bay, Wayzata, Woodland, and Three Rivers Park District. There are also two supporting agencies: Hennepin County Sheriff's Office and Hennepin County Emergency Preparedness. The basic purpose of the emergency management group is to develop and maintain a regional emergency operation plan, implement a review process for that plan and coordinate public safety training. The plan is intended to assist key city officials and emergency organizations within the region to coordinate and carry out their responsibilities for the protection of life and property under a wide range of emergency conditions. The intention of this plan is to be a natural extension of day -to -day operations. The successful provider of fire protection and emergency services will be expected to assist in the design, development, implementation and review of services of this group as an active participant. iv C. Project /Goals The successful selection and implementation of a new fire protection and emergency services provider will result in improvements to the level of service provided to the community. The City has the following goals: 1) Increase service delivery and response 2) Improve ISO rating (the city is currently rated at 8/9/10) 3) Benchmark services with other providers in similarly situated communities 4) Development of a comprehensive master plan D. Preliminary Scope of Services Each proposer will submit a suggested scope of service. The minimum scope of service shall include but not be limited to the following: 1) Provide fire protection and emergency services throughout the city in a manner consistent with the final Agreement and within the staffing response guidelines established in the jointly adopted "Service Level Criteria" which will be set forth in the final agreement. These services will include the use of the City's and the Proposer's vehicles, equipment, apparatus, and sufficient personnel to operate the vehicles, equipment, and apparatus. 2) Maintain continuous (twenty -four [24] hours per day, seven [7] days per week) and uninterrupted fire and emergency services which shall at least be consistent with the service level criteria described above and in the final agreement. 3) Provide the services with the following provisos: a. Investigate fire cause and origin within the city. b. Upon request of the City, review and propose fire codes, cost recovery, and ordinances for adoption by the City. c. Develop and maintain fire prevention and education programs within the City including materials for use and dissemination of this information. d. Maintain adequate records of activities as may be required by the Insurance Services Office and the Minnesota Office of the State Fire Marshal. e. Participate in mutual aid agreements with fire protection providers that are contiguous with the city and establish and maintain automatic aid agreements in areas in which service might be improved by such agreements so long as it is in the best interests of all parties to do so. f. Participate in the City's emergency management planning through the proposer's fire chief or designee and commit command staff (Captain level or above) to the emergency operations center when activated. Such participation shall include cooperation in emergency preparedness exercises at least annually to exercise the city's emergency management plan. 4) The Proposer shall provide services in accordance with State and Federal laws. 5) The Proposer shall not be required to duplicate those efforts or services regularly provided by other governmental agencies, nor shall the proposer be required to v provide any services which are or are hereafter specifically reserved by law for any other governmental agency. 6) The Proposer agrees to provide the City with reports and evaluations of the fire protection and emergency services on a monthly basis and in a format agreed upon by both entities. 7) The Proposer agrees to provide quarterly financial reports to the City. Financial reports will provide costs for each city fire station and expenses grouped by: personnel services, materials and services, and capital expenses. 8) The Proposer will treat demands in all city areas with the same priority and equality to ensure a consistent standard of performance and equal service level. E. Proposal Requirements Proposals may be submitted by qualified and responsible firms or teams. Proposer may sub - contract a portion of fire and emergency services to a secondary emergency service provider. However, Proposer retains full responsibility, authority, and accountability for meeting all provision of the service and response guidelines. Please submit a proposal that includes the following information (in the order listed below): 1) Firm profile and contact information 2) Detailed Scope of Work including changes /additions to preliminary scope of work 3) Contract Fee schedule 4) List of subcontractors /agencies; identify roles and references 5) References from the last five years and include current contact information Evaluation Criteria Evaluation criteria will include: knowledge and experience of key personnel; project approach and scope of services; success of study resulting in consolidation or coordination of service; references; cost; and schedule. Proposals must be submitted no later than , 2012, at 4:00 p.m. Please submit one original and eight (8) copies to: Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Please direct all clarification requests to email at () - or via Any addenda to the original RFP will be posted on the City's website and distributed via e -mail to proposal respondents. vi Draft Agreement for Fire Protection and Emergency Services Appendix: A — Model Fire Protection and Emergency Services Agreement FIRE PROTECTION AND EMERGENCY SERVICES AGREEMENT BETWEEN CITY OF CORCORAN, MINNESOTA AND ABC VOLUNTEER FIRE DEPARTMENT THIS AGREEMENT, dated as of by and between the City of Corcoran hereinafter referred to as the "CITY," and the ABC Volunteer Fire Department, hereinafter referred to as the "FIRE DEPARTMENT," the promises and agreements of each being in consideration of the promises and agreements of the other WITNESSETH WHEREAS, the CITY desires to contract for performance of fire protection and emergency services within the territorial boundaries of CITY as said services are set forth in this Agreement; and WHEREAS, the FIRE DEPARTMENT is willing and able to perform such fire protection and emergency services; and WHEREAS, the CITY and the FIRE DEPARTMENT agree that the intent of this Agreement is to improve the current service levels to the citizens and businesses of the City of Corcoran; and WHEREAS, this Agreement shall serve as the "Master Agreement" for fire and emergency services. Upon signing, the parties agree that this Agreement shall supersede all other Agreements. Whereas, the FIRE DEPARTMENT and CITY are committed to serving the citizens of the CITY as efficiently as possible, they agree to jointly explore other opportunities for entering into additional mutually beneficial agreements. NOW THEREFORE, the parties agree as follows: 1. Term: The term of this Agreement is intended for ten (10) years, beginning on January 1, 2013, and ending on the 31St day of December, 2023, subject to the early termination provisions outlined in Section 12, "Termination." 2. Scope of Services: A. The FIRE DEPARTMENT agrees to provide fire protection and emergency services to the CITY consistent with the service level criteria described in this Agreement. In providing these services the FIRE DEPARTMENT shall: 1) Provide fire protection and emergency services throughout the CITY in a manner consistent with the Agreement and within the staffing response guidelines established in the jointly adopted "Service Level Criteria" set forth in "Attachment One," including the use of both the CITY'S and the FIRE DEPARTMENT'S vehicles, equipment, apparatus, and sufficient personnel to operate the vehicles, equipment, and apparatus. These services shall be provided subject to the condition that reasonably sufficient vehicles, equipment, apparatus, and personnel shall remain within the CITY to assure adequate fire protection and emergency services to the CITY. Under this condition, if the demands of the CITY exceed the services which the FIRE DEPARTMENT can provide, the FIRE DEPARTMENT agrees to use automatic and mutual aid agreements as may be necessary to supplement the FIRE DEPARTMENT's vehicles, equipment, apparatus, and personnel. February 17, 2012 Page 1 of 12 Draft Agreement for Fire Protection and Emergency Services 2) During the term of this Agreement, FIRE DEPARTMENT may find it necessary, in connection with fire and other emergencies, to remove certain equipment from CITY'S limits. At fire chief's discretion, FIRE DEPARTMENT may do so without permission or consent from CITY, not to exceed twelve (12) hours. In the event that an emergency extends beyond twelve (12) hours, FIRE DEPARTMENT shall obtain approval beyond the twelve -hour (12 -hour) period in those instances outside of pre- existing agreements (pre- existing agreements include Master Mutual Aid Agreement). Persons authorized to give approval are the City Administrator or his /her designee. 3) Maintain continuous (twenty -four [24] hours per day, seven [7] days per week) and uninterrupted fire and emergency services which shall at least be consistent with the service level criteria described in this Agreement, "Attachment One." Under no circumstance is the FIRE DEPARTMENT liable to the CITY for an interruption or failure of service caused by acts of God, unavoidable accident, or other circumstances beyond the control of the FIRE DEPARTMENT through no fault of its own. a. FIRE DEPARTMENT shall have the right to sub - contract a portion of fire and emergency services to a secondary emergency service provider. FIRE DEPARTMENT retains full responsibility, authority, and accountability for meeting all provision of the service and response guidelines established in the jointly adopted "Service Level Criteria" set forth in "Attachment One." 4) Provide the services described in paragraph (2.A.1) of this section, with the following provisos: a. Investigate fire cause and origin within the CITY. b. Upon request of the CITY, review and propose fire codes, cost recovery, and ordinances for adoption by the CITY. c. Develop and maintain fire prevention and education programs within the CITY including materials for use and dissemination of this information. d. Maintain for the CITY, adequate records of activities as may be required by the Insurance Services Office and the Minnesota Office of the State Fire Marshal. e. Participate in mutual aid agreements with fire protection providers that are contiguous with the CITY and establish and maintain automatic aid agreements in areas in which service might be improved by such agreements so long as it is in the best interests of all parties to do so. f. Take all reasonable steps to maintain all of the CITY owned facilities, apparatus, equipment, and its entire system in a good state of repair and at all times conduct its operations under this Agreement in a safe and professional manner. g. Participate in the CITY's emergency management planning through the FIRE DEPARTMENT's fire chief or designee and commit command staff (Captain level or above) to the emergency operations center when activated. Such participation shall include cooperation in emergency preparedness exercises at least annually to exercise the CITY's emergency management plan. B. The FIRE DEPARTMENT agrees to provide services in accordance with State and Federal laws. C. The CITY agrees that the FIRE DEPARTMENT shall not be required to duplicate those efforts or services regularly provided by other governmental agencies, nor shall the FIRE DEPARTMENT be required to provide any services which are or are hereafter specifically reserved by law for any other governmental agency. D. The FIRE DEPARTMENT agrees to provide the CITY with regular reports and evaluations of the fire protection and emergency services on a monthly basis and in a format agreed upon by both entities. February 17, 2012 Page 2 of 12 Draft Agreement for Fire Protection and Emergency Services E. The FIRE DEPARTMENT agrees to provide quarterly financial reports to the CITY. Financial reports will provide costs for each CITY fire station and expenses grouped by: personnel services, materials and services, and capital expenses. F. The FIRE DEPARTMENT shall keep the CITY informed of all new developments, issues, or concerns related to the efficient delivery of fire and emergency services of the FIRE DEPARTMENT. The CITY shall keep the FIRE DEPARTMENT informed of all new developments, issues, or concerns related to the efficient delivery of fire and emergency services in the CITY. G. The FIRE DEPARTMENT will treat demands in all CITY areas covered by this Agreement with the same priority and equality to ensure a consistent standard of performance and equal service level. 3. Compensation: A. FIRE DEPARTMENT and CITY agree to a contract fee of $TBD for the initial fiscal year. CITY shall pay to FIRE DEPARTMENT monthly installments equal to one - twelfth of the annual amount each month during the period of this Agreement. Payments shall be due by the fifth day of each month. Payments received after sixty (60) days of due date shall include interest on the outstanding balance. FIRE DEPARTMENT shall have the right to terminate this Agreement earlier than provided for in Section 12 if CITY does not make timely payments of its obligations hereunder to FIRE DEPARTMENT. B. Following the initial contract year and thereafter, personnel, labor, and benefit costs will be adjusted annually consistent with a cost -of- living adjustment (COLA) based on the Minneapolis -St. Paul, MN- WI CPI -U. The preceding January through December CPI -U period will be used when determining the adjustment but will not exceed six (6) percent or fall below two (2) percent. C. FIRE DEPARTMENT shall give CITY notice of unanticipated increased costs incurred by FIRE DEPARTMENT in providing the services pursuant to this Agreement. This Agreement may be amended at to reflect the increased costs to FIRE DEPARTMENT, with any such amendment to be negotiated and effective on the annual renewal date. CITY may have the option to terminate this Agreement if the parties cannot agree on the amount of additional costs proposed by FIRE DEPARTMENT, in accordance with Section 12, "Termination ". CITY and FIRE DEPARTMENT agree to use mediation and or arbitration services to resolve any dispute prior to either party seeking termination of this agreement. In the event of such termination, FIRE DEPARTMENT shall be paid for all services rendered under the terms set forth in this Agreement until such termination date. D. CITY and FIRE DEPARTMENT agree to annually review and discuss staffing levels and CITY shall have the right at any time during the term of this Agreement to request a change in the level of fire protection and emergency services provided for herein. In such event, all provisions of this Agreement with respect to compensation paid by CITY shall remain in full force and effect. Any change to staffing levels will be reflected in compensation amount paid to the FIRE DEPARTMENT by the CITY. E. None of the provisions of this Agreement shall be construed to create in the CITY any right, interest or ownership in any real or personal property of the FIRE DEPARTMENT during this Agreement. F. None of the provisions of this Agreement shall be construed to create in the FIRE DEPARTMENT any right, interest, or ownership in any real or personnel property of the CITY during this Agreement. G. If during the term of this Agreement the taxing ability of CITY is limited by a State -wide ballot measure, Legislative action, a Court decision, or any other reason, and if, as a result of the tax limitation, the FIRE DEPARTMENT is unable to provide the level of service described in Section 2 February 17, 2012 Page 3 of 12 Draft Agreement for Fire Protection and Emergency Services above, or if the CITY is unable to pay FIRE DEPARTMENT for the established levels of service, the parties agree to renegotiate this Agreement in good faith. H. This Agreement is subject to any applicable constitutional and CITY taxing or debt limitations and is contingent upon the CITY appropriating funds. If the CITY fails to appropriate the funds necessary for this Agreement, notice as described in Article 19 shall be given and both parties immediately negotiate a service transition. 4. Financial Review: FIRE DEPARTMENT will provide to CITY, each September 1, the proposed contract cost for the following fiscal year. 5. Audit: CITY or any authorized representative shall have access to any books, documents, and records of FIRE DEPARTMENT which are pertinent to this contract for the purposes of making an audit or examination. All books, records and supporting detail shall be retained for a period of five (5) years after the term of this contract. FIRE DEPARTMENT agrees that in the event audit exceptions are determined by appropriate audit agencies, compliance shall be the responsibility of FIRE DEPARTMENT. 6. Legal Advice: The FIRE DEPARTMENT will consult with the CITY's city administrator or his /her designee who may authorize contact with the CITY's attorney when FIRE DEPARTMENT actions are within the CITY boundaries and involve CITY ordinances, policies, or related issues. FIRE DEPARTMENT will consult with FIRE DEPARTMENT's attorney when considering action within the FIRE DEPARTMENT. For actions involving both jurisdictions, both attorneys may collaborate as appropriate. Cost of counsel will be borne by the respective agency. 7. Transition Plan: A. Employees: All employees and volunteers providing services on behalf of the FIRE DEPARTMENT will be employees of the FIRE DEPARTMENT. 1) The FIRE DEPARTMENT will be responsible for the existing liabilities incurred prior to this agreement. Liabilities include but are not limited to: the FIRE DEPARTMENT Volunteer Fireman's Relief Association, vacation leave, sick leave, sick injury, workers compensation claims, and other forms of accrued benefits where applicable. 2) Any outstanding lawsuits, or future lawsuits related to actions that occurred prior to the execution of this agreement related to the FIRE DEPARTMENT are the sole responsibility of the FIRE DEPARTMENT. B. Facilities, Apparatus, and Equipment: Fire protection and emergency services facilities, apparatus, and equipment owned by the CITY described in "Attachment Two" shall be available for the use by the FIRE DEPARTMENT during the term of this Agreement. Facilities, apparatus, and equipment owned by the CITY shall be used for the sole benefit of and housed within the CITY (as described in "Attachment One — Service Level Criteria "). CITY shall have ownership of all facilities, apparatus, and equipment owned by the CITY as of January 1, 2013. Apparatus and equipment may be used by FIRE DEPARTMENT outside the CITY in accordance with mutual and automatic aid agreements. Any change to the number, type, purchase or replacement of facilities or apparatus shall be done in discussions between the FIRE DEPARTMENT representative (fire chief) and City (city administrator). 1) The CITY, in consultation with FIRE DEPARTMENT, will develop a long -term replacement schedule for facilities, apparatus, and equipment owned by the CITY. 2) Should CITY decide to divest itself of fire equipment or apparatus, FIRE DEPARTMENT shall have the right -of -first refusal. If CITY transitions ownership of equipment and apparatus to FIRE DEPARTMENT, CITY and FIRE DEPARTMENT will establish an equitable and legal formula for establishing true value. February 17, 2012 Page 4 of 12 Draft Agreement for Fire Protection and Emergency Services 3) FIRE DEPARTMENT agrees to provide on -site management of the fire stations located in CITY, including scheduling and ensuring that regular office hours are maintained. 4) The CITY, in consultation with FIRE DEPARTMENT, may accommodate any available space for FIRE DEPARTMENT apparatus and staff at CITY facilities if CITY develops a municipal center. C. Facilities Maintenance: During the term of this Agreement, FIRE DEPARTMENT shall maintain the CITY's facilities in a state of good repair. With prior approval, CITY will pay for non - routine general facility maintenance and repairs, including interior, landscaping, and the replacement of major building equipment. FIRE DEPARTMENT will include these costs as an pass- through element of the compensation paid by CITY. D. Fire Apparatus and Equipment Maintenance: CITY hereby leases to FIRE DEPARTMENT the fire apparatus and equipment, described in "Attachment Two — City of Corcoran Facilities, Apparatus and Equipment" for the sum of $1 per year for the duration of this Agreement, under the terms and conditions set forth in this Agreement. CITY will be listed as owner and FIRE DEPARTMENT shall be listed as the registered owner of fire apparatus. During the term of this Agreement, FIRE DEPARTMENT shall maintain serviceability and in good repair the apparatus and equipment, and shall be financially responsible for minor maintenance and repairs. The CITY agrees to be responsible for all major apparatus and equipment repairs and /or replacements. Major apparatus and equipment repairs shall be defined as engine, transmission, drive train, pump, and tank repairs which exceed $5,000 for fire apparatus and $2,000 for staff vehicles per occurrence (including labor costs). CITY will remain financially responsible for new and replacement equipment, apparatus, and staff vehicles and will provide for such in the CITY's annual budget as approved by CITY's city council. Failure to replace equipment on schedule may be cause for the FIRE DEPARTMENT to direct bill the CITY for maintenance related repairs to such identified vehicles. FIRE DEPARTMENT will include these costs as an element of the compensation paid by CITY. E. Utilities: The cost for operating and maintaining utilities in CITY facilities will be paid by FIRE DEPARTMENT, including charges for electricity, gas, telephone, water, refuse disposal, janitorial, maintenance, and any related expenses provided to the facilities. Utility costs are inclusive as an element of the compensation paid by CITY. F. Purchasing Program: In order to achieve economies of scale, the CITY may participate in a cooperative bidding process with the FIRE DEPARTMENT to purchase equipment, apparatus and supplies on behalf of the CITY. Recognizing that fire and emergency equipment, apparatus and supplies are specialized for these functions, the CITY agrees to co- ordinate with FIRE DEPARTMENT specifications when the CITY makes these purchases. The FIRE DEPARTMENT agrees to conform to the system developed by the CITY financial officer to account for fund transfers, budgeting and identification for inventory. G. Grants, Reimbursements, and Aid: The CITY and FIRE DEPARTMENT will participate and coordinate efforts to obtain all available grants, reimbursements and related programs to enhance funding for the FIRE DEPARTMENT. H. Emergency Communications: FIRE DEPARTMENT shall pay for subscription and dispatch costs related to fire and emergency service communications. Emergency communication costs are inclusive as an element of the compensation paid by CITY. I. Insurance: Each party shall be responsible for providing and maintaining comprehensive insurance as necessary for the ongoing operations of the CITY and FIRE DEPARTMENT. J. Identity: Facilities owned and located inside the CITY shall have signage that includes the CITY marking and corporate seal. Vehicles owned by the CITY shall display a CITY corporate seal, as approved by the CITY in consultation with the FIRE DEPARTMENT. FIRE DEPARTMENT shall identify it serves the CITY in all promotional and educational materials. February 17, 2012 Page 5 of 12 Draft Agreement for Fire Protection and Emergency Services K. Transfers: For the initial fiscal year of the this agreement, January 1, 2013, the FIRE DEPARTMENT shall transfer to the CITY as follows: 1) Existing apparatus and equipment replacement funds as agreed to by CITY and FIRE DEPARTMENT will be credited to the CITY's fund for replacement of capital items. 2) Assets generated within the affected territory including, but not limited to, fund balance and cash on hand. 3) Existing funds for Capital Improvement Projects within the affected territory. 4) Assets as agreed to by CITY and FIRE DEPARTMENT in "Attachment Two — City of Corcoran Facilities, Apparatus and Equipment" for use in the affected territory will be transferred to the ownership of the CITY. 8. Planning, Coordination, Service Agreement, and Boundary Change: The CITY and FIRE DEPARTMENT agree to cooperate in good faith and participate in all planning as it relates to the provision of fire and emergency services which affect the CITY. A. Planning Coordination: The FIRE DEPARTMENT will be notified of all City General and Specific plan amendments, periodic review, and amendments to land -use regulations affecting the CITY. The FIRE DEPARTMENT shall receive the same notice and review and comment rights as granted the CITY's other interested parties. Upon their request, FIRE DEPARTMENT staff will be included in public facility planning in the same manner as CITY staff. The CITY will be notified of all FIRE DEPARTMENT General and Specific Plan amendments, periodic review, and amendments to land - use regulations affecting the CITY. The CITY shall receive the same notice and review and comment rights as granted the FIRE DEPARTMENT'S other interested parties. Upon their request, CITY staff will be included in public facility planning in the same manner as FIRE DEPARTMENT staff. B. Service Agreement: 1) CITY and FIRE DEPARTMENT shall plan and coordinate the provision of fire protection and emergency services within the CITY. CITY and FIRE DEPARTMENT will jointly coordinate with other urban fire and emergency service providers. 2) CITY and FIRE DEPARTMENT shall manage and administer fire protection and emergency services, current and future facility needs, and any changes to boundary or service area. 3) This Agreement shall govern the terms of necessary transitions in provision of fire protection and emergency services, ownership of current facilities, and any annexation of service territories pursuant to and based on the policies of the CITY, FIRE DEPARTMENT, and Minnesota State Law. 9. Indemnification: A. To the extent permitted by law, FIRE DEPARTMENT agrees to indemnify and hold harmless the CITY, its officers, agents, employees and volunteers from any and all claims, actions or losses, damages, and /or liability resulting from FIRE DEPARTMENT's negligent acts or omissions which arise from FIRE DEPARTMENT's performance of its obligations under this Agreement. B. To the extent permitted by law, CITY agrees to indemnify and hold harmless FIRE DEPARTMENT, and its officers, employees, and agents from any and all claims, actions, losses or damages and /or liability arising out of the CITY's performance of its obligations under this Agreement. C. In the event FIRE DEPARTMENT and /or CITY is found to be comparatively at fault for any claim, action, loss or damage which results from their respective obligations under the Agreement, FIRE DEPARTMENT and /or CITY shall indemnify the other to the extent of its comparative fault. February 17, 2012 Page 6 of 12 Draft Agreement for Fire Protection and Emergency Services 10. Insurance: Without in any way affecting the indemnity herein provided and in addition thereto, FIRE DEPARTMENT shall secure and maintain throughout the Agreement the following types of insurance or self- insurance with limits as shown. A. Non - Contract Services: For those services, which are provided by FIRE DEPARTMENT pursuant to this Agreement, FIRE DEPARTMENT shall secure and maintain the following types of insurance or self- insurance with limits as shown: 1) Workers' Compensation: A program of Workers' Compensation Insurance or a state - approved self - insurance program in an amount and form to meet all applicable requirements of the Minnesota Department of Labor & Industry, including Employer's Liability with $500,000 limits covering all persons providing services on behalf of FIRE DEPARTMENT and all risks to such persons under this Agreement. 2) Comprehensive General and Automobile Liability Insurance or Self- Insurance: This coverage is to include contractual coverage and automobile liability coverage for owned, hired, and non -owned vehicles. The policy or self- insurance shall have combined single limits for bodily injury and property damage of not less than, one million, five hundred thousand dollars ($1,500,000). CITY shall allow FIRE DEPARTMENT to become the registered owner of all CITY owned vehicles for providing insurance coverage. 3) Additional Named Insured: All policies or self- insurance, except Workers' Compensation, shall contain additional endorsements naming the CITY and its officers, employees, agents and volunteers as additional named insured with respect to liabilities arising out of FIRE DEPARTMENT performance of service hereunder. 4) Policies Primary and non - Contributory: All policies required above are to be the primary and non- contributory with any insurance or self- insurance carried or administered by FIRE DEPARTMENT. 11. Proof of Coverage: FIRE DEPARTMENT shall, within sixty (60) days of commencement of this Agreement, furnish certificates of insurance or self- insurance to CITY evidencing the insurance coverage including endorsements, above required prior to the commencement of performance of service hereunder, which certificates shall provide that such insurance shall not be terminated or expire without thirty (30) days written notice to CITY, and FIRE DEPARTMENT shall maintain such insurance from the time FIRE DEPARTMENT commences performance of services hereunder until the completion of such services 12. Termination: This Agreement may be terminated by either party during the term of this Agreement by giving two (2) years prior, written notice to the other party. 13. Renewal: CITY agrees to give not less than one (1) year notice to FIRE DEPARTMENT prior to the expiration of this Agreement if CITY intends to renegotiate Agreement. A. If the CITY has notified the FIRE DEPARTMENT of its intent to renegotiate this Agreement, the parties agree that prior to the termination of this Agreement, they will negotiate in good faith concerning the possible renewal of this Agreement or the making of a new Agreement. B. If the CITY has notified the FIRE DEPARTMENT of its intent to renew or renegotiate this Agreement and renewal or successful renegotiation has not been completed before the end of this contract period, this Agreement shall be automatically extended for 90 days to allow continuing negotiations. This Agreement may be extended further by mutual agreement for additional increments up to 90 days. 14. Discrimination: The parties agree not to discriminate on the basis of race, religion, color, sex, marital status, familial status, national origin, age, mental or physical disability, sexual orientation, or source of income in the performance of this Agreement. 15. Waiver of Breach: A waiver of breach of any provision of this Agreement by either party shall not operate as a waiver of any subsequent breach of the same or any other provisions of this Agreement. February 17, 2012 Page 7 of 12 Draft Agreement for Fire Protection and Emergency Services 16. Applicable Laws: At all times during the term of this Agreement, the FIRE DEPARTMENT and the CITY shall comply with all applicable laws, ordinances, rules and regulations of the United States of America, the State of Minnesota including all agencies and subdivisions thereof. 17. General Provisions: Unless otherwise specifically prescribed in this Agreement, the following provisions shall govern its interpretation and construction. A. When consistent with the context of the Agreement, words used in the present tense include the future tense, words in the plural number include the singular number, and words in the singular number include the plural number. B. Time is of the essence of this Agreement. Neither the FIRE DEPARTMENT nor the CITY shall be relieved of its obligation to comply promptly with any provisions of this Agreement by any failure of the other party to enforce prompt compliance with any of its provisions. C. Unless otherwise specified in this Agreement, any action authorized or required to be taken by the CITY shall be taken by the CITY's city council or by the CITY's city administrator or his /her designee in conformance with CITY policies. D. Every duty and every act to be performed by either party imposes an obligation of good faith on the party to perform such. 18. Dispute Resolution: The parties desire, if possible, to resolve disputes, controversies, and claims ( "Disputes ") arising out of this Agreement without litigation. To that end, at the written request of a party, each party shall appoint a knowledgeable, responsible management representative to meet and negotiate in good faith to resolve any Dispute arising under this Agreement. A. If the negotiations do not resolve the Dispute within sixty (60) days of the initial written request, the Dispute shall be submitted to non - binding mediation with a mediator chosen by mutual agreement of the parties or, in the absence of such agreement, with a mediator appointed by the presiding judge of the District Court for Hennepin County. B. Each party shall bear its own cost of these Dispute Resolution procedures. The parties shall equally share the fees of the mediation and the mediator. 19. Notice: All notices, reports, or demands required to be given in writing under this Agreement shall be deemed to be given when delivered personally to the person designated below, or his successor, or when five (5) days have elapsed after it is deposited in the United States mail in a sealed envelope, with registered or certified mail postage prepaid, or on the next addressed business day if sent by express mail or overnight air courier to the party to which the notice is being given, as follows: For CITY For FIRE DEPARTMENT Dan Donahue Joe Smith City Administrator President of the ABC Volunteer Fire Department 8200 County Road 116 157 Fifth Street Corcoran, MN 55340 Corcoran, MN 55340 Either party upon written notice may change such addresses to the other party given as provided in this section. 20. Captions: The paragraph captions and headings in this Agreement are for convenience and reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. 21. Time Computation: Where the performance or doing of any act, duty, matter, payment, or thing is required hereunder and the period of time or duration for the performance is prescribed and fixed herein, the time shall be computed so as to exclude the first and the last day of the prescribed or fixed period or duration of time. When the last day of the period falls on Saturday, Sunday, or a legal holiday, that day shall be omitted from the computation. February 17, 2012 Page 8 of 12 Draft Agreement for Fire Protection and Emergency Services This Agreement, entered into in duplicate original, is subscribed to by the following parties: Subscribed this day of , 2012 Subscribed this day of 2012 City of Corcoran M Dan Donahue, City Administrator, City of Corcoran ABC Volunteer Fire Department BY: Joe Smith President of ABC Volunteer Fire Department February 17, 2012 Page 9 of 12 Draft Agreement for Fire Protection and Emergency Services "Attachment One — Service Level Criteria" Standards of Response The response plan includes service level objectives for the City of Corcoran. Emergency response travel times to structure fires and motor vehicle accidents (MVA) in the CITY are classified as suburban. The following designation and response time criteria has been established as the initial goal in a collaborative effort of creating defined benchmarks and measurements of level of service. Suburban area designation is appropriate for specific geographic areas that have a population consist of a census tract having a population density between 500 and 1,000 people per square mile. Area 1St Unit 2nd Unit Full Assignment' Performance Suburban 8 Minutes 10 Minutes 14 Minutes 90 percent There is no formally established level of service criteria for the delivery of fire and emergency services to the CITY. The proposed CITY (City of Corcoran) and FIRE DEPARTMENT (ABC Volunteer Fire Department) recognize the need to establish a standard of cover, benchmarks, measures, and thresholds and triggers. These measurements and benchmarks will be used to quantify existing service levels and plan for the deployment of future resources. It is agreed that the best method to accomplish this would be through the development of a Comprehensive Master Plan. The goal is to complete a Comprehensive Master Plan within thirty -six (36) months from establishment of the AGREEMENT. The plan will include: • An evaluation of the current service demands in the CITY, as well as the current service delivery methods and infrastructure being used to meet those demands. • An understanding of the performance expectations that the CITY has for its emergency services, both now and in the future. • A review of the CITY's and FIRE DEPARTMENT's existing comprehensive planning documents in order to fully understand the community's future land use plan, as well as projected transportation infrastructure improvements. • A projection of future service demand, both in terms of quantity and distribution, based on planned future land uses. • A geographic projection of future community fire risk levels based on planned future land uses. • A long -term deployment strategy designed to deliver the desired performance across the projected demand and risk, engaging the three major areas of capital and operating expense: o Facilities o Apparatus o Staffing • A fiscal analysis of projected financial requirements, based on declared assumptions of growth and cost. • A general timeline, where possible, identifying key growth benchmarks that will initiate the need for any identified service upgrades. Staffinq A combination of property and life -risks determine the fire ground tasks that must be accomplished to minimize loss. These factors, although unrelated, can be separated into two basic types — fireflow and life safety. Fireflow are those related to extinguishing the fire; life safety tasks are those related to finding and efforts for rescuing trapped victims and removing them from a building. The key to success at an emergency incident is a coordinated teamwork approach, regardless of whether the tasks are fireflow related or life safety related or a The point at which all of the apparatus, equipment, and personnel are on -scene and available to affect all tasks based on the level of risk. February 17, 2012 Page 10 of 12 Draft Agreement for Fire Protection and Emergency Services combination of both. The number and type of tasks that occur in a given emergency will dictate the number of firefighting personnel needed at different types of incidents. The following resource configuration will provide for meeting the response times and will provide a sufficient number of personnel to conduct anticipated emergency operational tasks. Fire stations will have a minimum of thirty -five (35) volunteer personnel available for response with: • An average turnout of twenty -five (25) percent of the minimum number of thirty -five (35) volunteer personnel for fire incidents, eighty (80) percent of the time, and • Twenty (20) percent of the minimum number of thirty -five (35) volunteer personnel for other emergency incidents, eighty (80) percent of the time Daily Executive Staff Access The fire chief or his designee, working a minimum of 20 hours per week, will be available and accessible to the CITY. This will provide contact, on a regular basis, of a FIRE DEPARTMENT chief officer to the CITY's city administrator. Inspection and Investigations Geographical fire inspection zones will be established by the FIRE DEPARTMENT. Frequency of inspection will include all target hazards at least once per year. Those include nursing homes, hospitals, schools, and industrial facilities that use hazardous materials or conduct hazardous operations. Inspections in general business occupancies such as office complexes and retail outlets will be inspected every two years. Fire investigators will be available to fire scenes for fire cause determination 24 hours per day through the FIRE DEPARTMENT or via agreement with the Hennepin County FIT (Fire Investigation Team). Fire Prevention Planning and Inspection The City of Corcoran desires to provide "one stop" planning and building services to minimize processing delays. CITY will provide staff for these services and agrees to provide work space for staff performing these duties. The City of Corcoran will provide planning services for CITY. FIRE DEPARTMENT will not be required to perform any function associated with fire and life safety plan review and construction inspection services. Grants FIRE DEPARTMENT will work proactively with CITY in seeking grant opportunities that are mutually beneficial. FIRE DEPARTMENT will apply on behalf of the CITY for grants, reimbursements, and other forms of funding. Other Services Along with services outlined previously herein, the FIRE DEPARTMENT shall continue to maintain cooperative efforts with a regional approach with other providers of specialized services. Community Liaison /Community Involvement The CITY will have access to the FIRE DEPARTMENT public information officer (PIO) for incident coverage. FIRE DEPARTMENT PIO will act on behalf of the CITY during emergency incidents. In addition, the CITY will be provided copies of announcements and other information relevant to the CITY. Fire prevention educational materials will be provided for use and dissemination within the CITY. The fire chief, or designee will provide community liaison /community involvement duties for the CITY, consistent with the current level of service. Community involvement will include participation and involvement in key organizations as defined by the CITY. They may include but are not limited to: schools serving in the CITY, civic organizations, and the Chamber of Commerce. Emergency Management The FIRE DEPARTMENT will make available to the CITY an officer at the captain level position to function as Emergency Management liaison, consistent with current level of service. FIRE DEPARTMENT will coordinate Emergency Management activities with the CITY. FIRE DEPARTMENT position will be the liaison for local radio groups such as the amateur radio operators for civil emergency services. Additional performance measures will include an annual Emergency Operations Center (EOC) drill, CITY department head NIMS (National Incident Management System) training, and operational plan update and review. February 17, 2012 Page 11 of 12 Draft Agreement for Fire Protection and Emergency Services "Attachment Two — City of Corcoran Facilities, Apparatus and Equipment" February 17, 2012 Page 12 of 12 CLAIMS LISTING CHECK RANGE 19536 - 19593 Agenda Item 13 a -c. Council Meeting Date: 4/12/2012 Prepared By: jheinecke Agenda Item: 13a. FUND #500 Escrow Claims Paid to Amount Project name Terry/Karen Savoie 1,451.84 Savoie Fields Wenck Associates 119.00 Hope Ministries 12 -002 Total 1,570.84 Total Funds #500 = (See attached Check Detai[ Register) Agenda Item: 13b. Buiidin Inspection Claims Paid To Amount NONE 0 Total Building Inspections Claims = (See attached Check Detail Register) Agenda Item: 13c. All Other Claims (See attached Check Detail Register) Total of Auto Deductions $ 1,570.84 106,110.86 98,900.40 $ 206,582.10 H: \City Hall information \CITY GOVERNMENT \Council, Commissions & Committees\Council Information \Council Claims \2012 Claims.xls TOTAL EXPENDITURES FOR APPROVAL 13c. Auto Deductions / Electronic Fund Transfer! Other Disbursements Date Paid to Amount 03/21/12 MnDept Rev -Fuel Tax 198.58 03/23/12 Net Pay PR06 28,771.66 03/23/12 Payroll Taxes 10,019.05 03/23/12 Paychex Fee 235.45 03/26/12 PERA 7,703.25 03/27/12 Citi Street - 457 Deferred Comp 2,922.00 03/27/12 Citi Street - Health Care Savings 1,481.22 03/27/12 US Sank - H S A 1,522.32 03/30/12 Blue Cross Blue Shield 9,603.00 04106/12 Net Pay PR07 26,674,50 04/06/12 Payroll Taxes 9,443.62 04/06/12 The Hartford 325.75 Total 98,900.40 $ 1,570.84 106,110.86 98,900.40 $ 206,582.10 H: \City Hall information \CITY GOVERNMENT \Council, Commissions & Committees\Council Information \Council Claims \2012 Claims.xls CITY OF CORCORAN 03/22/12 9:01 AM Page 1 *Check Detail Register© March 2012 Check Amt Invoice Comment 10100 Farmers State Bank Paid Chk# 019536 3%22/2012 m HOCHSTETLER,�DUSTIN E 100 - 42100 -200 Office Supplies (GENERAL) $18.76 0312 PROPANE E 204 -42100 -210 Operating Supplies (GENERAL) $222.30 0312 TRAINING SUPPLIES Total HOCHSTETLER, DUSTIN $241.06 10100 Fanners State Bank $241.06 Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $1816 204 FIREARMS SAFETY $222.30 $241.06 CITY OF CORCORAN 04106/129:01 AM Page 1 *Check Detail Register@ April 2012 ......... ... . _......._.._...... .......V::..._................. 0i"Iddkk bi� 4 d6vitj� . Check Amt Invoice Comment 10100 Farmers State Bank Paid Chk# 019537 . ....... .... . . . ........... 4/12/2012 ADVANCED DRAINAGE ................. SYSTEMS .......... ................ ..... ....................... I .. .......... ...... . . .. ............ . . ..... . ............................ ....... .......... .. .......... ............... .... .. . . E 100-43100-229 Culverts $6,210.77 15544634 SUPPLIES E 100-43100-229 Culverts ($172.15) 15554421 SUPPLIES Total ADVANCED DRAINAGE SYSTEMS $6,038.62 ,.",-, Paid Chk# 019538 -1-1 ... �Z'11-11 I - - :,.-.,..,.-.-....... 4/12/2012 ASSURANT EMPLOYEE 1 1.1111.1-..-.-..-...-... BENEFITS . .................... ............ . ......... .. . .............. . ....... ........ . .......... ....................... ... . ... . . . ......... ...... . .... .. ......................... E 100-43100-131 Employer Paid Health $138.25 0312/0412 INSURANCE PREMIUM E 1 00 -421 00 -1 3 1 Employer Paid Health $151.89 0312/0412 Insurance Premium E 100-41300-131 Employer Paid Health $27.75 0312/0412 Insurance Premium E 100-43100-131 Employer Paid Health $70.81 031210412 Insurance Premium E 100-42102-131 Employer Paid Health $12.11 0312/0412 Insurance Premium E 100-41400-131 Employer Paid Health $42.48 0312/0412 Insurance Premium E 100-42102-131 Employer Paid Health $13.07 0312/0412 INSURANCE PREMIUM E 100-41400-131 Employer Paid Health $49.28 0312/0412 INSURANCE PREMIUM E 100-43100-131 Employer Paid Health $33.47 0312/0412 INSURANCE PREMIUM E 100-42100-131 Employer Paid Health $179-67 031210412 INSURANCE PREMIUM Total ASSURANT EMPLOYEE BENEFITS $718.78 Pa''id hki . ... . ........... .... . .. ........ .. .. .. E 1 00 -431 00 -21 0 Operating Supplies (GENERAL) $657.86 GLASSES SAFETY GLASSES Total BECHTOLD, CLYDE $657.86 .. . . . . . .......... . .......... . . Chk# 019540 .... ... . 4/12/2012 BRUCE B HAY ESTATES . ................ .......... ... . . ...... . .... _._.......... ..............._........._.,.Y, .. . ........ . ... ... . ... I .............Oa.d E 401-41900-530 Improvements Other Than Bldgs $200 00 EASEMENT SWUP EASEMENT Total BRUCE B HAY ESTATES $200.00 Paid. .. . ....... .......... . ................... .................. —.., ......... .... .. . . R 204-42100-34204 Training $22.50 FSA REFUND FSA REFUND Total CAMAROTE, ERIC $22.50 oila, Chk# 019542 ....... . ... :...—.: . ........ . ......... % . ... . .......... .......... . .................... .... . ... . .... . ....... . . ....... .................. 411212012 CARSON, CLELLAND & SCH-REDER . . ................ ...... ....... ........... ........ .............. .. ....... .............. . .. . ... .... E 100-42100-304 Legal Fees $2,146.94 040212 CRIMINAL E 100-41600-300 Professional Srvs. (GENERAL) $163.34 040212 CIVIL E 401-41900-300 Professional Srvs (GENERAL) $723.34 040212 LEGAL E 100-41900-300 Professional Srvs (GENERAL) $723.33 040212 FIRE PROTECTION REP E 100-41600-300 Professional Srvs (GENERAL) $3,489.89 040212 PW FACILITY Total CARSON, CLELLAND & SCHREDER $7,246.84 Aiim .6.6k ......... .. 1% .................. CARTRIDGE WORLD ..... .................. ... . .... .. .... ............. . . ..................... ... E 100-42100-200 Office Supplies (GENERAL) $128.72 136241 LASER PRINTER/FAX Total CARTRIDGE WORLD $128.72 ............... .......... ....... I ... ................ Paid Chk# 019544 . . ............ ..... : .. ... ............. -.— ........... . ....... - .. . .................... . ..... .......... 4/1212012 CASH . ........... . ... ................. . ... ... ... . . ....... .. .. . ..................... . E 100-42100-220 Repair/Maint Supply (GENERAL) $11.00 040512 DURANGO TABS Total CASH $11.00 ......... ... . _......._.._...... .......V::..._................. 0i"Iddkk bi� 4 d6vitj� . CITY OF CORCORAN 04/06/12 9:01 AM Page 2 Check Detail Register© April 2012 Check Amt Invoice Comment r, . t G +: ku" pet':iy' u4 `v.•t.: �':'yr`rig4 „' y ", ,w _. ,.. .._ .. ,:` v,:, :..1',rn:`:- _c.'� r.s ;t. �:,: 'r'tr',.•: ' E 100 -41951 -207 Computer Supplies $272.47 G929627 IT SUPPLIES E 100-41951-207 Computer Supplies $219.22 G967364 IT SUPPLIES E 100 -41951 -207 Computer Supplies $913.78 H6.90574 IT SUPPLIES Total CDW GOVERNMENT $1,405.47 Paid C h 419546 4/1212412 CINTAS -470 _. .:.....,._ .........:.........:. .:.._..................... ..........._................... _ ........... ....... ............ _:...• ....._.._..............::....................,...... ..................:............ E 100-42100-223 Building Repair Supplies $26.72 470793035 FLOOR MATS E 100 - 41941 -210 Operating Supplies (GENERAL) $34.49 470793036 FLOOR MATS E 100 -43100 -210 Operating Supplies (GENERAL) $31.74 470793037 PW Towels E 100 -43100 -417 Uniforms $64.34 470793038 PW Uniforms E 100 -42100 -223 Building Repair Supplies $26.72 470796342 FLOOR MATS E 100-41941-210 Operating Supplies (GENERAL) $34.49 470796343 City Hall Scraper Mat E 100- 43100 -417 Uniforms $54.34 470796344 PW Uniforms E 100 -42100 -223 Building Repair Supplies $26.72 470799711 FLOOR MATS E 100- 41941 -210 Operating Supplies (GENERAL) $34.49 470799712 City Hall Scraper Mat E 100 -43100 -210 Operating Supplies (GENERAL) $65.94 470799713 PW Towels E 100 -43100 -417 Uniforms $64.34 470799714 PW Uniforms Total CINTAS - 470 $474.33 _.:...:..:._ Paid Chk# 019547 ................,.._..._.,.................,...._....._.....:..:.. .... .... .... . .. ....... :. ......... _ 4/12/2012 CITYWIDE SERVICE ........ . ... .......... . ............... ............ . .. E205-42100-210 Operating Supplies (GENERAL) $286.84 105277 IMPOUND/TOW SEIZED VEHICLE Total CITYWIDE SERVICE $285.84 Paid Chk# 019548 4/12/2412 CLEVELAND, PATRICIA _...... R 204 - 42100 -34204 Training $15.00 FSA REFUND FSA REFUND Total CLEVELAND, PATRICIA $15.00 Paid Chk# 019549 4/12/2012 COMCAST 902943336 „ ............ ._. ., .,.,,. _ . .......... .. - .- ..........:.:._.._......__ ....._,.,,..............:. ............................... E 100 -43100 -321 Telephone $118.07 21372267 LANDIFAX E 100 - 42100 -321 Telephone $118.07 21372267 LAND /FAX E 100 - 41941. -321 Telephone $118.08 21372267 LAND /FAX Total COMCAST- 902943336 -- - ..._ .............. $354.22 Paid Chk# 019650 .... _.._..:. v:......,.._..._....._....... .... ..... .........................................................................._...........:...,..:......._...:.:.,,....._._.. •4112/2012 COMMUNITY MEDIATION SERVICES ......................_........ E 100 -41900 -433 Dues and Memberships $1,800.00 349 2012 DUES Total COMMUNITY MEDIATION SERVICES $1,800.00 ......:,_:,: •.::, .::::::::.:..:.v._.:.:,._.: �...,.:_.-:..:-:,-.,.:.,,_.....,........_..:._..••.,• Paid Chk# 019551 _:......:.:...:.:......Y......_ ........_............_.._. 4!1212012 DONAHUE, RANIEL w......_.........._...... ................_............:: .................:............................................... ............................... E 401- 41900 -530 Improvements Other Than Bldgs $53.97 040512 DOWNTOWN MEETING E 100- 41300 -210 Operating Supplies (GENERAL) $16.65 040512 MILEAGE Total DONAHUE, DANIEL $70.62 Paid Chk# 019552 4/1212012 EBERT, GREG E 401- 41900 -300 Professional Srvs (GENERAL) $5,000.00 A_ PPRAISAL APPRAISAL FEE Total EBERT, GREG $5,000.00 Paid Chk #1019553 4!12/2012 ENDS SEPTIC SERVICE E 100 -43100 -223 Building Repair Supplies $150.00 9337 PUMP SAND TRAPS E 100 -42100 -223 Building Repair Supplies $195.00 9337 PUMP WASTE TRAPS CITY OF CC]RCORAN 04106/12 9:01 Aw Page 3 *Check Detail ReC%'ster@ April 2012 E1no-43oO-2O8 Training and Instruction Check Amt Invoice Comment XmrP Total ENDE SEPTIC SERVICE $345.00 ���----- $43.00 Pa2 dhk#V1 cTv *VtFS 0 F'P-0-"[������------�---------�------------------- ...... .... ... --' s1Vo-41y41'u1u Operating Supplies (GEmERA/) $60.57 198789 OFFICE WATER Total *emmCTY Total snmEmsvvATEn $60.57 P�iV�hk# D1955� fff -/+9XLt*pARtkiERo--^-~'--------------------'----------'---- ----------------.... ........ ----- E 100-42100-131 Employer Paid Health $er.$o 40055302 EMPLOYER PAID HEALTH E1ou-*o1o%'1n1 Employer Paid Health $e074 40055302 EMPLOYER PAID HEALTH e10o'414nu'1n1 Employer Paid Health *no.ao *0055302 EMPLOYER PAID HEALTH e1oo'41000'1n1 Employer Paid Health $60.40 4005*302 EMPLOYER PAID HEALTH s1ou-*31oo'1a1 Employer Paid Health $120.80 *un00000 EMPLOYER PAID HEALTH s1Ou'41uoo'1u1 Employer Paid Health *60.40 40062880 EMPLOYER PAID HEALTH s1ou'4o1oO-1o1 Employer Paid Health $67.50 *ooauuoo EMPLOYER PAID HEALTH s1Oo-414no'131 Employer Paid Health $»o.00 40062880 EMPLOYER PAID HEALTH s1uo-*o1ou'1o1 Employer Paid Health $120.80 *0062880 EMPLOYER PAID HEALTH s1oo-vz1ou-131 Employer Paid Health _�e�J4. 400e2880 EMPLOYER PAID HEALTH $507.90 Total HEALTH PARTNERS $�2 . sa s1oo'4n1oo'u1u Motor Fuels .0�8 �7��-��V��8---..---`---'-------.''�'---� uouuo DIESEL FUEL s10V4u1oo-o1e ----'-'-.----'-'-- ' - -.'' ' -.'-.----. - s1OO-414V0-21V Operating Supplies (GENERAL) $120.44 EXPRs|MB MILEAGE s10O414O0'200 Training and Instruction *200.00 EXPRE|Ma MMCI Total He|mEcKs ���w/E . ----'---- *38O.44 E1no-43oO-2O8 Training and Instruction $43-00 sxpRE|MB COL LICENSE Total ns|mZ ��«moom . ���----- $43.00 Pa2 dhk#V1 cTv *VtFS 0 F'P-0-"[������------�---------�------------------- ...... .... ... --' s100-421mw33 Dues and Memberships _$100.00 032912 omu ANNUAL DUES Total *emmCTY CHIEFS Op POLICE xaaO $100.00 PeidChk# O18�58 4/12/2Off ijkNW&Ylm��TECH---------'----'----------'-----' ' -'-' -'''----''-------------------- s1oo4u1on-3ou Radio Units $746.07 120338007 RADIO USER FEE Total *smmCTv INFO TsoH -'-'- $r46-u7 -���m��woorns������--.---------'--'--'-�-�-�- ' ' -.--.'-.'--'------.--.--.-'--.-. E10V-41S1O-3OU Professional Smn(3EwERAL) $25.00 2012-17 LABELS 12-006 Total yemmEp/moOTREASURER $25.00 ������-nl.���~—'������—'i������m���[�����- -----'--------- -----------'-.--.---.-----'---.----.'------------------' s100-*a1oo-3ua Radio Units $48.09 1000015385 CAD VISOR CONNECTION FEE s1U&421VD-301 Prisoner $150-00 ---------- 1000015451 HCSO JAIL INTAKE MAR 2012 7mo/ xewwsp|m COUNTY xn $198.09 �sa idif.&�-di'�6 6i-- --JACKS OIL ,b|ST INC — .............. -- ............ .... .... ........... ..... ... ' ---- .... ......... ........ ... '-�--- ' ' ......... - ................ ..... ..... ... ... s1OO-4o1uo-21u Motor Fuels $507.90 38009 SQUAD FUEL s1oo'4n1oo'u1u Motor Fuels $1.019.70 uouuo DIESEL FUEL s10V4u1oo-o1e Motor Fuels *1.128-*7 38453 SQUAD FUEL CITY OF CORCORAN 04/06112 9:01 AM Page 4 Check Detail Register© April 2012 Check Amt Invoice Comment E 100- 43100 -212 Motor Fuels $620.82 38453 DIESEL FUEL E 100 - 42100 -212 Motor Fuels $783.15 38493 SQUAD FUEL E 100 -43100 -212 Motor Fuels $1,064.70 38526 DIESEL FUEL E 100 -42100 -212 Motor Fuels $839.28 38526 SQUAD FUEL Total JACKS OIL DIST INC $5,964.02 :.....- .. „ .:::..........._..._..:_. -3. ---...:...._- Paid Chk# 019563 2"/2-.. .......r::..._...:..:..:,., -:, ._:::r._ .._:.__ _..._:..,.....:_,..._._.......:--..............,....:.,....._.., 4/12/2012 JENS VENDING ........... ...- ...................... ................................................... . ......,,....................... E 201- 42100 -210 Operating Supplies (GENERAL) $154.93 733226 REPAIR CITY HALL SODA MACHINE Total JENS VENDING $154.93 _ .......:......,....,....,.:.:............... Paid Chk# 019564 ...::- _..:.._...:.._- :,:_.,_:__ .-:,..,:.,.........:......_._...:::..::.:.:,.,.-:.._.................._....,..._........................... 4/12!2012 JOHN S A(�TO ELECTRIC ll INC ....I.,........................ .:............... .......... E 100 -43100 -220 Repair /Maint Supply (GENERAL) $176.07 0_2.2212 REPAIR Total JOIN S AUTO ELECTRIC it INC $176.07 __.......:... _-,:...._,.._._.: v ....:....:..:.:.:...:...........::..:.........__..:.:..........::....,,-...,...... Paid Chk# 019565 .._...._,...:_.- 4!12/2012 KDV LTD .._.:.._ Y_,.;:..,,._.._....._...._..........._...:_:........._..,.:.._............ ... ..... ..::..:.. ... .... .......... .... ..:....::......... ............... .... , ......... ...... ... ... ............ .. E 100- 41540 -300 Professional Srvs (GENERAL) $1,687.50 ._ .... .... .. ..__._. 144314 FINANCIAL CONSULTING Total KDV LTD $1,687.50 _.:......:_: ..:..- ._._.- :..:._- Paid Chk# 019568 .:,:. <...r :.:.:._::-,.:........,„.....,....._......:._._..:_..:......_..... 4/12/2012 LAKES GAS COMPANY ...:.....:......._.:.._...........:.......... ....._..._...................,. . E 100 -43100 -380 Utility & Services (GENERAL) $496.80 512356 PROPANE E 100- 43100 -380 Utility & Services (GENERAL) $776.24 5_1.2357 PROPANE Total LAKES GAS COMPANY $1,273.04 w:- Paid Chk# 019567 ...,:,::.�._..,.,.,,.:.... _::,:__..:__. _..._....... _................_..... ..............._.........-..........:.._.......... 4/12/2012 LOFFLER ..... ....... ............ ............:.:.,............................. . ................ ......... ...... ............. ..... ................... ....... .................................. .. E 100 -41951 -207 Computer Supplies $891,25 CW16588 SQL SERVER OUTAGE Total LOFFLER $891.25 Paid Chk# 019568 _ 4/12/2012 METROPOLITAN AREA :_... •, ........ .... . ... ... ............. MGRS ASSOC E 100 -41300 -208 Training and Instruction} $20.00 939 MARCH 2012 MEETING rotal METROPOLITAN AREA MGRS ASSOC $20.00 Paid Chk# 019569 _.......... ._. , ._...:........ _.....:........:,.__..::-::_.-:.,.._ ...........:........_;_....,........__........ ... .....:..,,._...,,.............,,:_..................... 4/12/2012 MN BUREAU OF CRIMINAL APPREI4 ....................... .... .... .. .......... . .................... _ .......... ............. . ... ... E 201 - 42100 -210 Operating Supplies (GENERAL) $50.00 41467745 SPRING CONFERENCE TRAINING Total MN BUREAU OF CRIMINAL APPREH $50.00 Paid Chk# 019570 411212012 NAPA AUTO PARTS - CORCORAN E 100 -42100 -220 Repair /Maint Supply (GENERAL) $21.35 835217 MODLING TAPE E100-43100-210 Operating Supplies (GENERAL) $33.23 835218 SUPPLIES E 100 -42100 -220 Repair/Maint Supply (GENERAL) $101.52_8.35231 SQUAD BATTERY Total NAPA AUTO PARTS - CORCORAN $156,10 Paid Chk# 019571 4/12/2012 NW TRAILS ASSOCIATION E 100 - 45200 -530 Improvements Other Than Bldgs $9,055.30 .. . ..... 2ND __. 2ND 2012 DNR Payment Total NW TRAILS ASSOCIATION $9,055.30 Paid Chk# 019572 ...... ............................... ... .................................. 4/12/2012 I DEPOT 6&&E ..._......... .......... .... ... . . ................................. ................... . E 100 - 42100 -200 Office Supplies (GENERAL) $4.25 601967546001 SUPPLIES E 204 -42100 -210 Operating Supplies (GENERAL) $11.04 601967546001 SUPPLIES E204-42100-210 Operating Supplies (GENERAL) $12.08 603409615001 SUPPLIES CITY OF CORCORAN 041061129:01 AM Page 5 Check Detail Register© April 2012 Check Amt Invoice Comment q. Total OFFICE DEPOT $27.37 Paid Chk# 019573 4/12!201.2 POSTMASTER E 100 - 41941 -201 Postage /Shipping $190.00 PERMIT FEE FIRST CLASS PERMIT Total POSTMASTER $190.00 Paid Chk# 019574 4/12/2012 RANDY MAYER, LTD E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $160.01 95414 $4,107.00 Total RANDY MAYER, LTD $160.01 Operating Supplies (GENERAL) Paid Chk# 019575uY- Y4/12/ 2012 ' RANDY S SANITATION% Total ROLF ERICKSON ENTERPRISES INC .- ..._......... $4,124.98 E 100- 43100 -380 Utility & Services (GENERAL) $137,84 031912 E 100 - 41941 -380 Utility & Services (GENERAL) $184,21 1280351 -03 E 100 -43232 -300 Professional Srvs (GENERAL) $5,312.95 1280351 -03 .... „:,:,_:..,,,,w...:.: >.:w.,,...... .... .......... .-.^,.:-:, ------ .:.. ... . .... ........... ... . 4112/2012 SCHARBER & SONS Total RANDY S SANITATION $5.635.00 E 100 -43100 -220 PD Car Washes PW GARBAGE SERVICE CITY HALL REFUSE MARCH 2012 Paid Chk# 019576 4/12/2012 ROGERS, CITY OF E 100 -42200 -300 Professional Srvs (GENERAL) $20,221.62 4674 -1 1 ST QTR 2012 Total ROGERS, CITY OF $20,221.62 Paid Chk# 019577 4112/2012 ROLF ERICKSON ENTERPRISES INC E 100-41550-300 Professional Srvs (GENERAL) $4,107.00 032612 MARCH 2012 E100-41550-210 Operating Supplies (GENERAL) $17.98 032612 MARCH 2012 Total ROLF ERICKSON ENTERPRISES INC .- ..._......... $4,124.98 .. Paid Chk# 019578 4!12!2012 SAVOIE, TERRY &KAREN G 500 -20242 Savoie Fields $1,4_51.84 REFUND ESCROW REFUND Total SAVOIE, TERRY & KAREN $1,451.84 _......_:._.......:._:....,..: H_,.,:... Paid Chk# 019579 .... „:,:,_:..,,,,w...:.: >.:w.,,...... .... .......... .-.^,.:-:, ------ .:.. ... . .... ........... ... . 4112/2012 SCHARBER & SONS ..... . .... _ ................... v......_.: .... ...... .,- ............................ _. ................... ....................... ^..... . E 100 -43100 -220 Repair /Maint Supply (GENERAL) $878.06 1093688 SUPPLIES Total SCHARBER & SONS $878.06 Paid Chk# 019580 4/12/2012 SCHMID j60”' EFF E 100 -43100 -130 Employer Paid FSA $350.00 FSA 2012 FSA REIMB Total SCHMID, JEFF $350.00 J .^.:.:-._.. ........ . .... .. .... . .. ... . ....... . ^_ ................ Paid Chk# 019581 _::..:: ^:_.,:.:.,:..: ^..:......:.. -:.. 4/12/2012 SMITH - ARENS, JILL _ ......... _ ............ .................... . ........ . _ .............................. ... ...........................^.... ............:.... ....... ^. ^..... E 100 - 41400 -210 Operating Supplies (GENERAL) $110.39 040212 MILEAGE Total SMITH - ARENS, JILL $110.39 Paid Chk# 019582 4/12/2012 SPRINT E 100 - 42100 -321 Telephone $202.66 391283315124 CELL SERVICE E 100 -43100 -321 Telephone $229.88 391283315124 CELL SERVICE E 100 - 41300 -210 Operating Supplies (GENERAL) $17.58 391283315124 CELL SERVICE E 100 - 41920 -210 Operating Supplies (GENERAL) $17,58 391283315124 CELL SERVICE Total SPRINT $467.70 Paid Chk# 019583 4/1212012 SPRINT .............^........ ............................... CITY OF CORCORAN 04106/12 9 01 AM Page 6 *Check Detail Register@ April 2012 Total THE DOBO S $1,684.59 Paid Chk# 019589 4/12/2012 TRUSIGHT E 100-41900-300 Professional Srvs (GENERAL) $1,170.00 212931 FIR CONSULTING Total TRUSIGHT $1.170.00 . ------ . .......... . ......... . ..... .......... . .. ........ P �id Chk# 019590 4/12/2012 US BANKCORP EQUIPMENT FINANCE E 100-42100-200 Office Supplies (GENERAL) Cheek Amt Invoice Comment 200335040 COPIER V- E 100-42100-323 Radio Units $156.00 -...gg.....v:,:. 193109814052 AIR CARDS MDC .- 'otal US BANKCORP EQUIPMENT FINANCE Total SPRINT $156.00 Paid Chk# 019584 .. ....... ..... . .... 4/12/2012 STREICHER S POLICE EQUIPMENT . . . ...... . ... ............ . .................................. .......... ... ........ . ....... .. ................ .... .................. .............. E 1 00 -421 00 -41 7 Uniforms $141.96 1915489 PART TIME OFFICER Total STR51CHERS POLICE EQUIPMENT $141.96 Paid Chk# 019585 4/12/2012 SUN PRESS &NEWSPAPERS E 100.41941-352 General Notices and Pub Info $73.15 HOPE MINISTRIES 12-006 E 100-41941-352 General Notices and Pub Info $57.48 1366517 AG PRESERVE DEMPSEY Total SUN PRESS & NEWSPAPERS $130.63 PUBLIC WORKS FACILITY pifd"Chk# ' 019586 --4/i06i2 TEAMSTER wLOCAL 320' $19,357.75 .... . ........ ......... ..... G 100-21707 Union Dues $286.20 0412 MAR 2012 DUESfTLDF 1200777 Total TEAMSTER LOCAL 320 $286.20 Professional Srvs (GENERAL) ......... . ... . .. ...... ............... .............. Paid Chk# 019587 4/1212012 TERMINAL SUPPLY CO . . . . .. ....................... ............... ........... ............ .. ............ .. I ... .... .. ............. . .. .... ....... .... ..... . .................. - ... .................. ..... E 100-43100-210 Operating Supplies (GENERAL) $231.72 22307-01 SUPPLIES E 100-43170-300 Total TERMINAL SUPPLY CO $231.72 1200777 'Pai-d hW-H566 '4i1Yl012 --f 6 Professional Srvs (GENERAL) . . . .... . . . . .......... ..................... . . ........... .................. .... . ....... ... . ................... ............ ............. ............. ........... . ............ ............. .. .... ... E207-42100-210 Operating Supplies (GENERAL) $1,684.59 3843 TRUCK SAFETY PROGRAM Total THE DOBO S $1,684.59 Paid Chk# 019589 4/12/2012 TRUSIGHT E 100-41900-300 Professional Srvs (GENERAL) $1,170.00 212931 FIR CONSULTING Total TRUSIGHT $1.170.00 . ------ . .......... . ......... . ..... .......... . .. ........ P �id Chk# 019590 4/12/2012 US BANKCORP EQUIPMENT FINANCE E 100-42100-200 Office Supplies (GENERAL) $129-89 200335040 COPIER E204-42100-210 Operating Supplies (GENERAL) $20.13 200335040 DOCUMENT PRINTING 'otal US BANKCORP EQUIPMENT FINANCE $150.02 "Chk# ' 0aid 66�6f :- .. -v,:,- - 4if�i� � 6W IkKLSs .. ......... ............. . ... ......... ... .............. . . ..... .. ... E 100-42100-321 Telephone $55.13 2714916055 CELL SERVICE Total VERIZON WIRELESS $65.13 id "' ii�i &6k4ssb&lAfES, '""',", INC. .... . ............. .. .. .... .. .. E 100-43170-300 Professional Srvs (GENERAL) $1,727.40 033112 PUBLIC WORKS FACILITY E 401-41900-300 Professional Srvs (GENERAL) $19,357.75 1200775 ENGINEERING G 500-20285 Hope Ministries 12-002 $119.00 1200777 ENGINEERING E 100-43170-300 Professional Srvs (GENERAL) $416.50 1200777 SMALL LAND USE APPLICATIONS E 100-43170-300 Professional Srvs (GENERAL) $238.00 1200777 CITY TRAFFIC ITEMS E 100-43170-300 Professional Srvs (GENERAL) $270.00 1200777 MNDOT STATE AID E 100-43170-300 Professional Srvs (GENERAL) $1,051.00 1200777 MUNI STATE AID E 100-43170-300 Professional Srvs (GENERAL) $157.30 1200777 GENERAL Total WENCK ASSOCIATES, INC. $23,336.96 Paid b6ki 6-9,5_63 ' -41"1-2,/,2"-0,1,2,,:": WRIGHT **H*E:*N'N"E,"-P,l,,N-" SECURITY ' CITY OF CORCORAN 04/06/12 9:01 AM Page 7 `Check Detail Register@ April 2012 Check Amt Invoice Comment ;„n%sriL'y.L'Cti E 100-41941-380 Utility & Services (GENERAL) $201.67 073112 FIRE ALARM MONITORING Total WRIGHT HENNEPIN SECURITY $201.67 10100 Farmers State Bank $107,681.70 Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $78,518.69 201 RESERVES DONATION FUND $204.93 204 FIREARMS SAFETY $80.75 205 DWI FORFEITURE FUND $286.84 207 TRUCK SAFETY $1,684.59 401 TAX INCREMENT FINANCING $25,335.06 500 ESCROW HOLDING FUND $1,570.84 $107,681.70 City of Corcoran Consultant Summary 4/12/2012 Name invoice Date Check # Amount Due Carson, Clelland & Schreder 03/31/12 19542 7,246.84 KDV, Ltd 03/31 /12 19565 1,687.50 Rolf Erickson Enterprise 03/31/12 19577 4,124.98 Trusight 03/31/12 19589 1,170.00 Wenck Assoicates 03/31/12 19592 23,336.95 Total 37,566.27 HACity Hall Information\CITY GOVERNMENT\Council, Commissions & CommitteeslCouncil Information\Council Claims12012 Claims.xls CITYo�U�� ���� ^���������l� ~^^ .~���~~.^^^~'^^" 82O0 County Road 118, Comnnan, MN 55340 763.4202288-Office 70142O.GU6G-Fax Statement Date: 4/5/20 12 Applicant: Terry & Karen Savoie 21801 HomeabeadTd Corcoran MN 55340 Phone(h)783'383-8931 Phone (w) 763-559-9006 ESCROW Owner: same Application for: Savoie Fields Raw Date Recorded Project Number Transactions Account Balance 07/25/07 07-011 Escrow Payment $5,000.00 08/23/07 07-011 Savoi Gartner Eng 05/24/07 07-011 Correction - per Gartner - Savoie - Gartner Eng (originally coded to generals) 09/27/07 07-011 Gartner Eng 10/11/2007 07-011 Bonestroo 10/25/2007 Gartner Eng 14489 - 1/4/2008 07-011 Gartner Eng 1/29/2008 07-011 Bonestroo #153894 4/1/2008 07-011 Gartner Eng S4 14. 2/13/2009 Landform #16407 Balance to Banyon 11/30/2009 Landform 20002 12/31/2009 Landform 20033 7/7/2C 11 Landform # 20202 4/1/2012 Landform BALANCE $1,461.84 Wenck March 20, 2012 Mr. Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Dan: Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wencki-np®wenck.com Enclosed are our invoices for February 2012. Unbilled time for council meetings, travel, etc. totaled nine hours last month. Project work involved annual municipal state aid and the sewer and water work. If you have any questions as you review these invoices, please feel free to contact me. Sincerely, WENCK ASSOCIATES INC. '��77k_� Kent Torve, P.E. T: 12294 - Corcoran %lnvoices12412%FebruarlAFebruary 2012.docx City of Corcoran February 2092 Invoices Invoice # Wenck project # Phase # Project name Subtotal Total 1200777 2294 -01 General Engineering Services 500 -01 General $1 57.30 700 Municipal State Aid $1,051.00 700 -01 MnDOT State Aid $270.00 700 -03 City Traffic Items $238.00 800 Small Land Use Applications $416.50 $2,251.80 1200775 2294 -10 Sewer and Water Utility Project 02 Feasibility Study $1,732.70 03 Plans and Specifications $4,867.00 05 Preliminary /Special Survey $1,283.50 09 Contract Administration 11 Easements and Utilities $11,474.55 $19,357.75 1 1105153 2294 -13 ( Public Works Building 16 Roehlke Property Co. Rd. 19 1 $1,727.40-F $1,727.40 1 I City Projects Subtotal 1 $23,336.95 E Invoice # Wenck Escrow # Project name Total project # $0.00 Escrow Projects Subtotal $0.00 FEBRUARY 2012 TOTAL $23,336.95 T 12294- Corcoranllnvoices120125February\February 2012.docx ..Wenck Engineers • Scientists €3zl.siness Professionals �� �C O Y � � R U~. o � rn �, a ."_' 7 U m City of Corcoran 2012 General Engineering Services* Invoice Totals $50.000.00 $45.000.00 -- - -- - -- - - E $40,000.00 $35,000.00 ...._.._..__... -- $30.000.00 -.- - -- i $25, 000. 00i-------- ...__.- _._._._..- ._.... City of Corcoran $20,000.00-----_...,.._._......._._ ............._-._.__.___—....._...---._... 2012 invoice Totals $250,000.00 $200,000.00 - - -- - -- - ----- ___. - - - -- _._ ._._._._._._-.---__ ...._..........._._.._.__...... I $ 150, 000.00 ..,.._.....,.- — - ...__. . ._......_._._.__..._..._. - -..._ - -- - — - -... $100,000.00. _._ _._ ___._ ...... __._._- ._...._._.._. ....__.__._-.-- - -. ---- ------- ___ -.- ---- .------ ____ -� Jan Feb $50,000.00 344.025 40 -,- _ - .__ i _ -- -------- - - - $23,330.65 I $0.00 Jan Feb I i/#Bd Monthly total -re- Cumulative Annual -- - - -- - -- - -- - ° - -- -._. —.._._ City of Corcoran 2012 General Engineering Services* Invoice Totals $50.000.00 $45.000.00 -- - -- - -- - - E $40,000.00 $35,000.00 ...._.._..__... -- $30.000.00 -.- - -- i $25, 000. 00i-------- ...__.- _._._._..- ._.... $20,000.00-----_...,.._._......._._ ............._-._.__.___—....._...---._... ....._...._._....------ .- - -.... __... _..._._..._..__...__._ $15,000.00 $5,000.00 1 54,290.50 ,p w„�„_,..�.,., - - -- 011_ -..,.. Mss: _ �,,,,,„ ... 2-iq z si so $0.00 1�_._...__ - . -.. .............. -- -- --...._ �tii?X��� __.._....� Jan Feb " Includes 2294 -01, 2294.05 i '2294 -13 iigMontlyFOtal -41-Cumulative total City of Corcoran Public Works Building* Invoice Totals, 2010 -2012 $35,000.00 - .._......._...._....---------...._-_.__._._. ..___..._...._....__ ........... .........__. $30, 000.00 `--- ...- .— _._._._... -..... -----._...._... ._......_..._.._...__........_. sza,:,tE:a6__ $2E.9n5 I $36,BSd,R6 57.7,4E:2.aC'YY�p�yr '- $25,356.46 $25, 000.00 ..-------------------------...._..-......----........._---• .._3zS?za:Je....._.._.'-- - -;""' ...... ...... f I �1a,92F.t6 I $15,000.00 ..__ .........................._...._....... ..............................- ............. $10,000.00 I 51o,z2o.6o $10,000.00----- ._..-- .— .-- __ -._. _. _.._.- __.- __._.__------ ......_. I $5;59].00 $5,59I.0n $6.202.80 $4,409.20 $4,529.5 $5,000.00 g1.9�.._$....... .-...- ... _ .... ..... ._ _.. ...9_..._. .o- 0 j7 Y 228.00 $41040 $68400 $1,.7.. 2 _7._.4, . 0 __ - „--- -------- i� $0.00 ll. . Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun J Jul Aug Sep Oct Nov Dec Jan Feb 2010 2011 2012 SOMMontlyTotal -9-Cumulative tote f T\2294- Corcoran\Budgets and Rates etc \Budget tracker Invoice February 29; .20.12' :: Invoice No :. • . :: 1200775 Dan Donahue`: City of Corcoran ::8200 County Road 116 Corcoran, MN, 55340 : :' Project : :::....::• 229410: :Sewer 4nd :Water Planning Throy h FebruA29; 2012 Phase:::. 02 ::::::; :: FEASIBILITY STUDY: Professional Personnel Hours : Libby,: Heather • .2/20/2012 : : .. ..1 :50 • .:Guerrs•property alignment changes <. Torve, Kent 2/6/2012.:. .:' :: 2 :50 119.00 • Easements and acquisition process and details.:: Torve,`Kent : : : 2/7/2012:::::..::::. 2.50 119:66 • Easements •and'acquisition process and.details Torve; Kent: 2/7/2012 ; .80 :119.00 •. Meeting with Council rnembers'dn. downtown'financi •:Torve; Kent *-*:•••••• :::.:..::2/16/ 2012;. :'`' :`•' ::; • 2.50 :119.00 • Financial analysis for downtown assessmentsuv Torve;Kent : 2/23/2012. 5.00 119.00 Downtown meeting prep and financial material analysis Totals 14.80 Labor :.::.Total Labo ....... Rim :am 100.00 Ecklund, Christopher • standard plates Eckiund, Christopher standard: plates :.. Ecklund -, Christopher Standard: :plates plans and'specs plans and specs ::Schmidt, Rowdy plans and • Schmidt; Rowdy ..:- plans and;specs Schmidt;. Rowdy;. .. 61116 :._:_ :1Nenck itssociab c, Inc.' :2800 Pioneer Creek Center :: P,O. Box 249 . :'. Plain, MN 55359 -0249 .'., (763) 479 -421M FaK (763)4794242 •ma8: accauntimi.twerick;wm' . :: Amount 150.00: 297.50 . 297:50 95 :20 297:50 `:595:00` 1,732:70 1,732.70: Phase Total $1,732:70: ::. PLANS AND.SPECIFICATIONS ::::: : : ::: Hours. {rate:; :::...''.::: Amoun}:;'. :2/23/2012. ::; .50 109.00 54.50 :2/24/2012. .50 109.00 2/27/2012: 3.00 109.00 2/6/ 2012 :. 2.00 ; . ,: 89.00 2/7/ 201._2 ; :.: `5 00 '..: 89.00 2/8/2012: : `. 3.00 :: , 89.00 1.89.00 2/10/2012 3 :00 89.00:. ~: 5430 327.00 178:00': 945.00 267 :00 267.00 INVOICES ARE DUE UPON PRESENTATION., Invoice b&lances not paid within 30 days of invoice are subject to 1;4/2%'18% annum interest/finance charge: Please reference the invoice number when'sending payment. Federal Tax ID #41- 1520095.: :: :_. - . j... ... .:....: ..... ".'.' . ::. .: '.'.:';'.:: :.::::.'.'..:'_:. '.' :.: ::;'.:.':.:... ... .'..'..': :.., ,.;::...'.:.'. _'_,.'_...'....' : : :. ". .:: ....: :: ..:'..;_.: ...:: ': ,:': :. ::: _':'.:. '::.. .... .' :..::;'.: .'..: ':':. :: .',.': :'.'::: ..._...; ..,:: , ::::: ,.': :; :_.'.:.: :. :.Project:.: :;:: :, 2294= 10 :::::':::::;: ::: ::':`::'::Sewer nii Water.Planning ::::: : ::::` ::-::: ;:::12Q0775 :::::: :: ; :' : :: ;: ,:.:.`:: ; : `:: :::.: .:::`. :''`::::':. .: Invoice :. : .:::::::..... . iidJ lans :::::-':-:::::::::.' :.... :....::..::::::::::.:;::`: :! :.. : ::: ::;::::.-::::::::...:.: meeting a p :.... :.:... ;.:.:'':::.::.: :::: :::::::..::::::;::::, ::::,, ..: :.: :..........::.':.; :;..:::: . Schmidt, :Rowdy :, . .: ' .. 2/20/2012 :::...:.:::.....2:00 89:00 .. :::178:00'. :. , :::: ; ,....:...:., :::.: :.'.;:....... `.:.:...... '........::: .' :.:. . ' : pans:: t . .. ..' ........ '. 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Easement descriptions and proces .: ...........:....::...........: .. ::..., .:......:..::.:. :...... .. :119:00 :: : :::.: :: Torve, Kent '- 2/13/2012. 5.50. .... : :: 654.50 .:. :.:::..... ::::: ::..:.:::.: ;::.:. : ::.: ; :::... :.:. :. :. 1. :::::.... ................ ...................... :.. :. , .� ::. INVOICES ARE DUE UPON PRESENTATION: Invoice balances'not paid within 30 days of. invoid6 4rre'si6iectto .. .... 1- 122% 18% annum : ::: :. :: : :... Page 3 :' :!.'..:::....:.`. interest /finance charge: Please reference the invoice number when sending payment: Federal:Tax-ID #41=1520095 :.�:.:.�.::::;i20o775:..: %.: `:: ::: : ::: : ' . . ......: . :......... ...... ....... _ : :: r..::: Project ;; .: ' ::::2244 10: : ::. :::..:::::... .Sewef:and Water Pl arming:::: : ; :': :::';::` ::: ::..J.: :`: TnVOlC * :::: `.:;`::::: %: '.:. :.. . basements and Met C. coordination r .. .:.. ... . . Tome ;.Kent. :' ... 2/14/2012::.: : 4:50 119 00 :; .. 535.50.:. 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Prase iota 238.00 . — — -=_— _ " = -- — --;- -��--- - ... : MALL LA IjSi= :APPLICATIONS :::::::::::.:: ; : :...::..:. ,.::::..:..: : : :.:. .::.::...:.::.::::...:.:.:.:::. •:...:::• ::::.::::.: :: :::'..::; :: Phase::::::. ;;:..: :::.: 8Q0 .:....::.:.......S :: iP o f ...eal Personnel ::.": :: .: ..: .:: .: :: ::: :.: ::..::.: :.:::::::..:::::: •::::: • ::::::: ;...:....... ro essw . ,. ..... ... . . ;::: ;:::::'.: '•:::• . ' :: :.:'.:'.:.:: .:• :::.:: :.:: :.:::::::.::.: -- ::.' :*..-:-.. . ... ...... ... .... . INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum*:.:: .::..::..:.::: .. .:.:. ; .. ` . . .. interest/finance charge, Please reference the invoice number when.-sending payment. Tax ID #41- 1520095 ::: .-: :. ...•;:.:.'.::.:...:..' '::: :::;::: ,''::;.•:.. :.•:::.: Project: .:.: :•2294 -01; .: :: :::.:..:Corcoran .General E igineering Services :.Y. ` .::::::: . ,::: ::Invoice .:: :::.: ••:1200777.: (Hours: Katie :; Amount. : : .::. 4.... `:tbrve,KenC:::;: ::: �� ��. �..::.:..::`:.`:' ::::i:: :...::�__:_�:::: ;:;350 6 Totals: :::. :. ::: :; ::.: 3:50 :: 416:50:: .:...:. .....:.:.�.. Total iLabo 416:50 :'PhaSeTotal •:.: 416:50:: NEM MIME Phase :: :800 =06, Hope Church :;.: • Professional Personnel .::: Hours Rate Amount Vander •Top,:•Vincent ;1:00 = 119.00 `. 119 00 Totals ::.:.,..:::1:00 119:00 :.::::..::.:`: Total La ::119:00 Pha e Total 119.00 :.::..::: Total Invoice Amount::': $2,251.80:.:::: INVOICES ARE DUE UPON PRESENTATION :Invoice balances not paid within 30 days of invoice are subject to 1 -112% 18 %annum ::. ,: Page 2 : interest/finance charge. Please reference the invoice number when sending payment. Federal:Tax ID #41- 1520095 :. Invoice February 29, 2012 Invoice No: 1200776 Dan Donahue City of Corcoran:: 8Z00'County Road116 ..:: COrtordii;:MN .55340: Project :: ; :::.::229413 Public Works Building P�fessional Services Thro Februaw 29, 2012 _ • :... •. Phase .'.:. :. ;;.: 16::::::.::: ROEHLKE PROPERTY COUNTY ROAD '19 Professional Personnel : .r • • Wank Ammeter, 'Incr..:.:.:::. 1800 Moneer:GaekCenter Soir149:::: Alapie'INeio; MN' 5535941299 (163) 4r1.42OO :::..::: :::'.:: Fai'(76-3)479-4242'. e meik aeroi nbngfrui4el,edm • • �AmounC :Madejczyk, Jeffrey 2 :00 11400 .: 228.00 • Torve,,Kent 12.60 119.00 '.. 1,499.40 • 027:40:: asetotal` $1,727.40 Total Invoice Amount : $1,727.40 INVOICES ARE DUE UPON PRESENTATION: Invoice balances not paid within 10 days of invoice are subject to:1 -1/2% 18% annum :: : • interest/finance charge. Please reference the invoice number when sending payment Federal;Tax.ID #41- 1520095 ;:•