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HomeMy WebLinkAbout09-08-2015 Council Packet CITY OF OAK PARK HEIGHTS TUESDAY, SEPTEMBER 8, 2015 CITY COUNCIL, MEETING AGENDA 7:00 P.M. 7:00 p.m. I. Call to Order/Pledge of Allegiance/Approval of Agenda Estimated times 7:05 p.m. II. Council/Staff Reports A. Mayor McComber B. Councilmember Dougherty C. Councilmember Liljegren D. Councilmember Runk E. Councilmember Swenson F. Staff • Recycling Award (pg. 3) 7:10 p.m. III. Visitors/Public Comment This is an opportunity for the public to address the Council with questions or concerns on issues not part of the regular agenda(Please limit comments to 3 minutes in length). 7:15 p.m. IV. Consent Agenda (Roll Call Vote) A. Approve Bills & Investments B. Approve City Council Minutes—August 25, 2015 (pg. 5) C. Approve Letter of Recommendation for Mayor McComber to Serve on NLC Committees (pg. 11) D. Approve 2nd Payment Request for A-I Excavating, Inc. 2015 Street Reconstruction Area D (pg. 13) 7:20 p.m. V. Public Hearings None 7:20 p.m. VI. Old Business A. St. Croix River Crossing Project Update (no enclosure) B. Street Reconstruction Update (no enclosure) 7:25 p.m. VII. New Business A. Consider Pedestrian Crossing Signalization Proposal—Boutwells Landing Along 58th Street (pg. 21) B. Oak Park Crossing Park—Possible Trail Installations (pg. 27) 7:30 p.m. VIII. Other Council Items or Announcements 7:35 p.m. IX. Adjournment THIS PAGE IS INTENTIONALLY LEFT BLANK 9 w If Oak Park Heights Request for Council Action Meeting Date September S, 2015 Agenda Item Recycling Award Time Req. 0 Agenda Placement Staff Reports Originating Department/Requestor Administration/Jennifer Pinski Requester's Signature Action Requested Receive Information Background/Justification(Please indicate any previous action has been taken or if other public bodies have been advised). See Attached. 0, City of 3 � r: oak Park Heights 14168 Oak Park Blvd. N.Box 2007.Oak Park Heights,MN 55082.Phone(651)439-4439.Fax(651)439-0574 September 3, 2015 Thomas Landgren 5674 O'Brien Avenue North Oak Park Heights, MN 55082 Dear Mr. Landgren: Thank you for participating in the City's recycling program. As an incentive to recycle and to increase fire prevention awareness, the City rewards two residents each month with their choice of an award of $25,00 or a fire extinguisher and/or smoke detector(s). Your residence was checked on Thursday, September 3, 2015, to determine if you had your recycling bin out with your regular garbage. Your recycling was out and ready for collection; therefore, you are one of this month's winners. Please contact me at 439-4439 to let me know your choice of award. On behalf of the Oak Park Heights City Council, thank you for participating in the City's recycling program. Congratulations! )e er Pinski Deputy Clerk TREE CITY U.S.A. Oak Park Heights Request for Council Action Meeting Date September 8, 2015 Agenda Item Approve City Council Minutes—August 25, 2015 Time Req. 0 Agenda Placement Consent Originating Department/Requestor Administration/Jennifer Pinski Requester's Signature Action Requested Approve Background/Justification(Please indicate any previous action has been taken or if other public bodies have been advised). See Attached. CITY OF OAK PARK HEIGHTS TUESDAY, AUGUST 25, 2015 CITY COUNCIL MEETING MINUTES Call to rder/Pledge of AlleaiancefApproval„ of Agenda: Mayor McComber called the meeting to order at 7:00 p.m. Present: Councilmernbers Dougherty, Liljegren, Runk, and Swenson. Staff present: City Attorney Vierling, Public Works Director Kegley, Police Chief DeRosier, City Planner Richards, and City Engineer Mlejnek. Absent: City Administrator Johnson. Mayor McComber moved Consent Agenda Item H. to Old Business as Item C. Councilmember Swenson, seconded by Councilmember Liljegren, moved to approve the Agenda as amended. Carried 5-0. IL Summary Report of City Council Closed Session on July 28, 2015: City Attorney Vierling reported that the City Council held a closed session at its last meeting for an annual review of the City Administrator. He stated that the review was positive and no action was taken in the closed session. III. Council/Staff Reports: A. Mayor McComber: She reported that the fall park walkthrough was scheduled for September 19 and the next Parks Commission meeting was set for September 21. She also reported she attended the Bayport Fire Advisory meeting, the final summer park program, and the Mayor's Association meeting. She stated she would attend an open house to meet the new superintendent from Stillwater School District on August 26, and fall clean-up was scheduled for October 3 at 7:30 a.m. B. Councilmember Dough : He reported he attended the CVB meeting where they were working on the budget, and the next MSCWMO meeting was set for September 10 at 7:00 pan. at the Bayport Library. C. Councilmember Liliegen: No report. D. Councilmember Runk: He reported he attended the August MSCWMO meeting where they were continuing their budget assessments, and they approved the City's raingardens as part of the street reconstruction project. He also reported he attended the MNDOT St. Croix River boat ride, and one item of interest was a discussion of the possible boat launch and where it was going to be. He said he spoke with City Administrator Johnson, and they thought the City Council should put it on their agenda for the worksession prior to the next meeting. E. Councilmember Swenson:. No report. City Council Meeting Minutes August 25, 2015 Page 2of5 F. Staff: Deputy Clerk Pinski reported that Timothy and Suzanne Becker of 14249 55th Street North and Daniel and Sara Lantz of 13767 55"' Street North were chosen as the recycling award winners for the month of August. IV. Visitors/Public Comment: A. Fireworks Permits Request and Event on 9-11-15 Ponies Football Game: Eric Olson, President of the Ponies Touchdown Club, stated they had an opportunity to honor first responders for Patriots' Day at the Stillwater Ponies September 11 home game. He requested the City approve a permit to conduct the fireworks display. Police Chief DeRosier stated he did not object so long as they used a professionally recognized group and followed best practices. Councilmember Swenson, seconded by Councilmember Liljegren, moved to authorize up to $5,000 in support with funds previously reserved for Stillwater fireworks. Carried 5-0. Councilmember Runk, seconded by Councilmember Dougherty, moved to approve permit for event on September 11, 2015. Carried 5-0. IV. Consent Agenda: A. Approve Bills & Investments B. Approve City Council Worksession Notes—July 28, 2015 C. Approve City Council Minutes—July 28, 2015 D. Approve Spring and Fall Clean-up Dates E. Approve Resolution Accepting Donations for 2015 Party in the Park F. Appoint Mr. James Norton to City Park Commission G. Approve Traffic Control Signal Maintenance Agreement with Washington County— Stillwater Blvd (Hwy 5) and 58`b Street H. MOVED TO OLD BUSINESS ITEM C 1, Approve Developer's Agreement—Oakgreen Villa(Green Twig/NoIde) Phase IV—62 Unit J. Approve Authorizing the Issuance, Sale, and Delivery of a Multi-Family Housing Revenue Note Under Minnesota Statutes, Chapter 462C, Authorizing the Loan of the Proceeds of the Revenue Note to Green Twig Villas LLLP and Approving the Form of and Authorizing the Execution and Delivery of the Note and Related Documents K. Approve Purchase of Laserf the Server L. Authorize Staff to Contract for Water Tower Cleaning Councilmember Runk, seconded by Councilmember Liljegren,moved to approve the Consent Agenda. Roll call vote taken. Carried 5-0. City Council Meeting Minutes August 25, 2015 Page 3 of 5 V. Public Hearings: Node VI. Old Business: A. St. Croix River Crossing Project U date: Councilmember Runk stated that completion and opening of the bridge was scheduled for late fall 2016. Mayor McComber reported that there were no reports on a ribbon cutting. No action was taken. B. Street Reconstruction Update: City Engineer Mlejnek reported that the first phase was paved, curb and gutter would be installed on remaining streets in phase one within the next two weeks, and they were working on the rain gardens. No action was taken. C. Approve NFR Agreement—Amendment #1 — Landscaping Additions: Councilmember Runk stated he was asked about traffic control at Osgood Avenue and the new frontage road access. He provided a picture to the City Councilmembers of a large tree that was blocking the view as traffic approached the new frontage road from the north on Osgood Avenue and stated he was curious as to what the County planned to do to mediate that. Councilmember Swenson stated an island was going in on 62" Street. Mayor McComber stated that the tree blocks sight for someone on the frontage road turning onto Osgood Avenue. City Attorney Vierling stated the agreement had requirements for new signage, and the County had long-range plans in their Capital Improvement Plan for 2018 for a center median. He suggested tabling to the next meeting to look at drawings and plans. Mayor McComber stated the council should table the discussion and have the County present. Councilmember Swenson suggested staff work with the County, and the Mayor suggested the item be on the next agenda even if it was just a report from staff. Councilmember Runk, seconded by Councilmember Dougherty, moved to approve the agreement. Carried 5-0. VI1. New Business: A. L.Clark Range 82 Indoor Shooting— Subdivision of Pro ert ; Desi n Standards and Site Plan Review: City Planner Richards reported that an application was received for a subdivision and design standards site plan review for an indoor shooting range. He reviewed his planning report which was in the City Council meeting packet for that evening. Steve Erban from Out of the Box Architecture, representing the Clark family, was present at the meeting and stated the project was well-planned City Council Meeting Minutes August 25, 2015 Page 4 of 5 and would be one of the top five ranges in the United States. He showed samples of the building materials. Councilmember Runk, seconded by Councilmember Liljegren, moved to approve the Resolution. Roll call vote taken. Carried 5-0. B. Consider Xcel Energy— 5' Gas Easement Request: City Attorney Vierling reported that staff was contacted by Xcel Energy for a five foot easement for a four-inch gas main replacement along Osgood Avenue. Councilmember Swenson, seconded by Councilmember Dougherty, moved to approve the easement. Carried 5-0. C. Alcohol Compliance Violation—SuperAmerica, Neal Ave Location: Councilmember Runk, seconded by Councilmember Liljegren, moved to set the Hearing to Show Cause for September 22 at 7:00 p.m. Carried 5-0. D. Alcohol Compliance Violation—Chipotle: Councilmember Swenson, seconded by Councilmember Runk, moved to set the Hearing to Show Cause for September 22 at 7:00 p.m. Carried 5-0. E. Consider Providing a Written Communication to MNDOT-Requesting Improved Signage and Surface Markings—South Frontage Road and Osgood Ave: Councilmember Dougherty, seconded by Councilmember Swenson, moved to direct staff to send written communication signed by the Mayor to MNDOT encouraging the installation of additional signage or roadway surface markings at the intersection of the south frontage road and Osgood Avenue. Carried 5-0. F. Set bate, Tune, and Location for 2016 Party in the Park: Councilmember Runk, seconded by Councilmember Liljegren, moved to set the 2016 Party in the Park for Tuesday, August 2 from 4:30 p.m. to 6:30 p.m. at Brekke Park. Carried 5-0. G. City Council Meeting Dates —2016: Councilmember Liljegren, seconded by Councilmember Dougherty, moved to approve the regular dates for 2016 cancelling June 14, July 12, and August 9, and rescheduling the November S meeting to November 9. Carried 5-0. VIII. Other Council Items or Announcements: Mayor McComber reported that there was a sewer backup in the City, and there have been a lot of problems in other communities as well. She reminded residents not to put wipes down the drains. Public Works Director Kegley stated that wipes do not decompose, and instead they ball up and cause blockages. City Attorney Vierling reported there was a current class action lawsuit with regard to flushable wipes. City Council Meeting Minutes August 25, 2015 Page 5 of 5 Councilmember Swenson, seconded by Councilmember Liljegren, moved to direct staff to write letters to local retailers to let them know the problem the City was having and the money being put into it and ask them to maybe put signage up they do not decompose and they are plugging the sewer system. Carried 5-0. X. Adjournment Councilmember Swenson, seconded by Councilmember Dougherty, moved to adjourn the meeting at 7:52 p.m. Carried 5-0. Respectfully submitted, Approved as to Content and Farm, Jennifer Pinski Mary McCornber Deputy Clerk Mayor P,. - Oak Park Heights Request for Council Action Meeting Date September 8h, 2 015 Time Required: 1 Minute Agenda Item Title: Approve Letter of Recommendation for Mayor_McComber to Serve on NLC Committees Agenda Placement Consent Agenda Originating Department/Requestor Mayor McComber Requester's Signature Action Requested Approve Letter of Recommendation for Mayor McComber to_Serve_on NLC Committees Background/Justification(Please indicate if any previous action has been taken or if other public bodies have advised): The National League of Cities has changed some internal policies and now request that member cities provide specific written endorsements for its city representative to serve on policy committees. As such,I would request the City Council approve the enclosed letter of Letter of Recommendation so that I may continue to serve on the two committees as noted. City of oak Park Heights 14168 Oak Park Blvd. N•Box 2007.Oak Park Heights,MN 55082•Phone(651)434-4439•Fax(651)439-0574 September 411,, 2015 Mr. Clarence Anthony Executive Director National League of Cities 1301 Pennsylvania Avenue, NW Suite 550 Washington, DC 20004 RE: Letter of Recommendation—Mayor McComber D'D Dear Mr.Anthony, With this letter the City Council for the City of Oak Park Heights is proud to endorse Mayor Mary McComber to serve on various committees as may be needed by the National League of Cities. Each of these committees require knowledgeable and engaged persons to generate effective policy that can be brought forth and advocated to our elected and appointed leaders at all levels of government. Accordingly, at the September 81h, 2015 City Council Meeting the City Council did formally endorse and support Mayor McComber s appointment to: 1. The NLC—Small Cities Council 2. The NLC—Transportation and Infrastructure Service Steering Committee. If there are any questions related to this endorsement please contact my office. Kind regards Eric Johnson City Administrator CC: Weekly Notes t Oak Fa °k Heights Request for Council Action Meeting Date September 8, 2015 Agenda Item Title A-1 Excavating, Inc . 2nd Payment for 201.5 Street and Utility Reconstruction Agenda Placement Consent Originating Department/Requestor Finance — Betty Caruso, Finance Director Requester's Signature - �.2,ru Action Requested Approve 2nd payinent request for A-1 Excavating Inc 2o15 Street Reconstruction Area D Background/Justification (Please indicate any previous action, financial implications including budget information and recommendations). The attached pay request of A-1 Excavating, Inc is $1,018,541.77 for the period of 7/18/15 through 9/2/15 for the 2015 Street Reconstruction Project-Area D. The total contract is for $3,359,802.70 net of the change orders. The payment has been approved by the engineer and administration and reviewed by the Finance Department. This payment has been reduced by 5% retainage. The Finance Department recommends approval of this payment upon receipt of the lien waiver and fully signed documents. Owner: City of Oak Park Heights,P.O.Box 2007,SfilWater,MN 55082 Date: September 4,2015_ Stantec For Period: 7/18/2015 to 9/2/2015 Request No: 2 Contractor: A-1 Excavating,Inc.,408 26th Ave.,Bloomer,Wi 54724 CONTRACTOR'S REQUEST FOR PAYMENT 2015 STREET RECONSTRUCTION-AREA D STANTEC PROJECT NO. 1 9380 1 994D SUMMARY 1 Original Contract Amount $ 3,385,037.70 2 Change Order-Addition $ 11 4,192.50 3 Change Order- Deduction $ 139,427.50 4 Revised Contract Amount $ 3,359,802.70 5 Value Completed to Date $ 1,942,040.33 6 Material on Hand $ 0.00 7 Amount Eamed $ 1,942,040.33 8 Less Retainage 5% $ 97,102.02 9 Subtofat $ 1,844,938.31 10 Less Amount Paid Previously $ 826,396.55 11 Liquidated damages- $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 2 $ 1,018,541.77 Recommended for Approval by: STANTEC Approved by Contractor: Approved by Owner A-1 EXCAVATING, INC. CITY OF OAK PARK HEIGHTS Specified Contract Completion Date: Date: 193801994D REQ2.Asm Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to date BASE BID: PART 1 -STREETS 1 MOBILIZATION LS 1 160200.00 0.25 0.75 120,150.00 2 TRAFFIC CONTROL LS 1 13000.00 0.25 0.75 9,750.00 3 TEMPORARY MAIL LS 1 16000.00 0.75 12,000.00 4 INLET PROTECTION EA 61 130.00 12 28 3,640.00 5 SILT FENCE,TYPE MACHINE SLICED LF 3400 2.00 -30 1930 3,860.00 6 RECLAIM BITUMINOUS PAVEMENT SY 0 2.00 0.00 7 REMOVE SIGN EA 5 100.00 0.00 8 SALVAGE AND REINSTALL SIGN EA 80 160.00 0.00 9 REMOVE TREE EA 170 610.00 154 93,940.00 10 REMOVE ROADWAY BARRIERS LS 1 1000.00 0.00 1 1 CLEARING AND GRUBBING,INCLUDING LARGE STUMP REMOVAL LS 1 55000.00 1 55,000.00 12 REMOVE BITUMINOUS PAVEMENT SY 27820 1.60 7800 25800 41,280.00 13 SAWING BITUMINOUS PAVEMENT-STREET LF 1530 2.00 1349 1349 2,698.00 14 REMOVE CONCRETE CURB 8,GUTTER LF 330 5.00 330 1,650.00 15 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 16460 0.85 8626 8626 7,332.10 16 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 12175 0.45 4212 42)2 1,895.40 17 REMOVE CONCRETE WALK SF 2000 0.80 435 435 348.00 18 REMOVE GRAVEL DRIVEWAY SF 5650 0.20 1)15 I 1 t5 223.00 19 COMMON EXCAVATION (P) CY 11560 11.00 8229 8499 93,489.00 20 SUBGRADE EXCAVATION (CV) CY 5789 6.25 907 907 5,668.75 21 COMMON EXCAVATION-INFILTRATION FEATURE CY 590 11.00 0.00 22 AGGREGATE BASE,CLASS 5 TN 4020 10.00 7845.71 9077.38 90,773.80 23 SELECT GRANULAR BORROW(MODIFIED) TN 6026 9.75 948.4 948.4 9,246.90 24 SELECT GRANULAR BORROW(CV) -INFILTRATION FEATURE CY 465 12.00 0.00 25 SELECT GRANULAR BORROW MODIFIED(CV)- INFILTRATION FEATURE CY 45 22.00 0.00 26 GEOTEXTILE FABRIC TYPE V SY 12253 2.00 0.00 27 4"PVC PERFORATED DRAIN TILE,WITH COARSE FILTER AGGREGATE AND FILTER FABRIC LF 1560 8.00 280 280 2,240.00 28 BITUMINOUS MATERIAL FOR TACK COAT GAL 1392 2.10 130 130 273.00 29 TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2,B) TN 1643 56.00 1417.34 1417.34 79,371.04 30 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TN 1873 58.50 0.00 31 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS(2,B) TN 423 116.00 230.51 230.51 26,739.16 32 CUSTOM CONCRETE DRIVEWAYS/WALKS-MATCH EXISTING PATTERN/COLOR SF 2635 12.i 0 0.00 33 61NCH CONCRETE DRIVEWAY SF 10335 5.80 3676 3676 21,320.80 34 B618 CONCRETE CURB AND GUTTER LF 690 13.00 26 26 338.00 35 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 19786 10.60 10606 10606 112,423.60 36 CONCRETE WALK SF 2000 4.50 405 405 1,822.50 37 CONCRETE STEPS SF 270 61.00 48 48 2,928.00 38 SEEDING,INCLUDING SEED, FERTILIZER,AND WOOD FIBER BLANKET SY 4210 2.60 0.00 39 HYDROSEED WITH MULCH SY 34200 1.35 0.00 40 SODDING,MINERAL TYPE SY 20 35.00 0.00 41 SELECT TOPSOIL BORROW TN 7570 0.01 243.81 243.81 2.44 42 SIGN PANELS SF 30 37.00 0.00 43 CYLINDER STYLE DELINEATOR (X4-13),6"DIAMETER, WHITE EA 7 70.00 0.00 44 STREET NAME BLADE SIGNS EA 5 235.00 0.00 45 12"SOLID WHITE STOP BAR LF 186 4.00 0.00 46 WATER FOR DUST CONTROL MG 600 25.00 0,00 47 STREET SWEEPER (WITH PICKUP BROOM) HR 120 130.00 31.5 31.5 4,095.00 TOTAL BASE BID:PART 1 -STREETS 804,498.49 BASE BID: PART 2-WATERMAIN 48 TEMPORARY WATER SERVICE LS 1 16000.00 0.25 0.75 12,000.00 1 93 801 994D RE02-4sm Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 49 EXCAVATION SPECIAL(POTHOLE EXISTING UTILITY) EA 40 150.00 0.00 50 REMOVE WATER MAIN PIPE LF 9505 1.00 4005 7871 7,871.00 51 REMOVE WATER SERVICE LF 3150 1.00 1568 2352 2,352.00 52 REMOVE HYDRANT EA 17 100.00 8 17 1,700.00 53 REMOVE VALVE AND BOX EA 26 20.00 4 12 240.00 54 ROCK EXCAVATION-WEATHERED CY 5700 1.00 0.00 55 ROCK EXCAVATION-HARD CY 570 30.00 0.00 56 SAND CUSHION LF 2600 3.00 0.00 57 IMPROVED PIPE FOUNDATION LF 8974 0.50 0.00 58 CONNECT TO EXISTING WATER MAIN EA 9 1700.00 2 7 11,900.00 59 6"DIP WATER MAIN,CLASS 52 LF 8574 68.00 4277 6987 475,116.00 60 8"DIP WATER MAIN,CLASS 52 LF 931 74.00 1156 85,544.00 61 PIPE BURST 6"PVC,C900 WATER MAIN,INCLUDING DUAL TRACER WIRE LF 210 105.00 210 22,050.00 62 6"GATE VALVE AND BOX EA 43 1220.00 19 33 40,260.00 63 8"GATE VALVE AND BOX EA 3 1640.00 3 4,920.00 64 ADJUST VALVE BOX EA 2 75.00 0.00 65 WATER MAIN OFFSET-6" EA 7 2750.00 0.00 66 WATER MAIN OFFSET-8" EA I 3000.00 0.00 67 HYDRANT EA 17 3800.00 8 17 64,600.00 68 DUCTILE IRON FITTINGS LB 6210 1.00 824 1852 1,852.00 69 INSULATION-4"THICK SF 8000 4.00 0.00 70 1"CORPORATION STOP EA 105 120.00 51 79 9,480.00 71 1"CURB STOP AND BOX EA 105 250.00 51 79 19,750.00 72 1"TYPE"K"COPPER PIPE LF 3150 41.00 1568 2352 96,432.00 73 CONNECT TO EXISTING WATER SERVICE EA 106 80.00 52 79 6,320.00 TOTAL BASE BID:PART 2-WATERMAIN 862,387.00 BASE BID: PART 3-SANITARY SEWER 74 REMOVE SANITARY SEWER CASTING AND RINGS EA 41 100.00 6 600.00 75 REMOVE SANITARY SEWER PIPE LF 230 1.00 0.00 76 REMOVE SANITARY MANHOLE EA 4 400.00 1 400.00 77 8"PVC SANITARY SEWER PIPE-SDR 26 LF 30 69.00 0.00 78 10"PVC SANITARY SEWER PIPE-SDR 26 LF 198 70.00 0.00 79 CONNECT TO EXISTING SANITARY SEWER PIPE EA 5 1300.00 0.00 80 10"X4"PVC WYE EA 6 190.00 0.00 81 4"PVC SANITARY SEWER SERVICE PIPE LF 120 49.00 0.00 82 CONNECT TO EXISTING SEWER SERVICE EA 6 180.00 0.00 83 IMPROVED PIPE FOUNDATION LF 230 0.50 0.00 84 4'DIAMETER SANITARY SEWER MH EA 3 2640.00 0.00 85 4'DIAMETER SANITARY SEWER MH WITH OUTSIDE DROP EA 1 4740.00 0.00 86 RECONSTRUCT MANHOLE LF 90 160.00 0.00 87 SANITARY MANHOLE OVERDEPTH LF 10 170.00 0.00 88 FURNISH&INSTALL NEW SANITARY MH CASTING AND RINGS EA 34 440.00 0.00 89 FURNISH&INSTALL NEW WATERTIGHT SANITARY MH CASTING AND RINGS EA 3 1020.00 0.00 90 PRECONSTRUCTION SANITARY TELEVISING LF 7856 1.60 9802 9802 15,683.20 91 SEWER REHABILITATION WITH CIPP,$" LF 4805 21.50 0.00 92 SEWER REHABILITATION WITH CIPP,9" LF 445 29.50 0.00 93 SEWER MANHOLE REHABILITATION LF 216 162.00 0.00 TOTAL BASE BID:PART 3-SANITARY SEWER 16,683.20 BASE BID: PART 4-STORM SEWER 94 REMOVE STORM SEWER CASTING AND RINGS EA 12 100.00 0.00 95 REMOVE STORM SEWER MANHOLE OR CATCH BASIN EA 3 350.00 0.00 96 REMOVE STORM SEWER PIPE LF 100 10.00 0.00 97 12"RCP STORM SEWER,CL 5 LF 260 37.00 0.00 98 15"RCP STORM SEWER,CL 5 LF 506 38.00 92 351 13,338.00 1938019940 REQ2.bsm Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 99 18"RCP STORM SEWER,CL 5 LF 2170 38.00 296 296 11,248,00 100 21"RCP STORM SEWER,Cl 4 LF 343 44.00 0.00 101 24"RCP STORM SEWER,CL 4 LF 105 50.00 0.00 102 4'DIAMETER STORM SEWER MH OR CBMH EA 21 2000.00 6 8 16,000.00 103 5' DIAMETER STORM SEWER MH OR CBMH EA 5 2600.00 0.00 104 &DIAMETER STORM SEWER MH OR CBMH EA 3 3400.00 0.00 105 7'DIAMETER STORM SEWER MH OR CBMH EA 5 4100.00 0.00 106 2'x3'CATCH BASIN EA 11 1500.00 7 8 12,000.00 107 DRAINAGE SWALE GRADING SY 400 10.00 0.00 108 FURNISH &INSTALL NEW STORM SEWER CASTING AND RINGS-CB EA 5 520.00 0.00 109 FURNISH &INSTALL NEW STORM SEWER CASTING AND RINGS-MH EA 5 440.00 0.00 110 CONNECT TO EXISTING STORM SEWER PIPE EA 5 500.00 0.00 1 1 1 CONNECT TO EXISTING STORM STRUCTURE EA 2 600.00 1 600.00 112 CONNECT TO STRUCTURE (DRAINTILE) EA 78 70.00 14 14 980.00 TOTAL BASE BID:PART 4-STORM SEWER 54,1 66.00 TOTAL BASE BID:PART 1 -STREETS 804,498.49 TOTAL BASE BID:PART 2-WATERNIAIN 862,387.00 TOTAL BASE BID:PART 3-SANITARY SEWER 16,683.20 TOTAL BASE BID:PART 4-STORM SEWER 54,166.00 TOTAL BASE BID 1,737,734.69 ALTERNATE 1 - VALLEY VIEW PARKING LOT 113 MOBILIZATION LS 1 6000.00 0.25 0.75 4,500.00 114 TRAFFIC CONTROL LS 1 2750.00 0.25 0.75 2,062.50 115 RECLAIM BITUMINOUS PAVEMENT SY 3950 2.00 3950 7,900.00 116 SAWING BITUMINOUS PAVEMENT LF 80 3.00 87 261.00 117 COMMON EXCAVATION (P) CY 440 7.00 440 3,080.00 118 BITUMINOUS MATERIAL FOR TACK COAT GAL 180 2.50 0.00 119 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,B) TN 350 58.00 341.97 341.97 19,834.26 120 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TN 350 65.00 0.00 121 8618 CONCRETE CURB AND GUTTER LF 1930 14.00 17 1917 26,838.00 122 HYDROSEED WITH MULCH SY 780 1.50 0.00 123 SELECT TOPSOIL BORROW TN 20 16.00 0.00 TOTAL ALTERNATE 1 -VALLEY VIEW PARKING LOT 64,475.76 ALTERNATES-OSMAN,64TH,OZARK STREET IMPROVEMENTS 222 MOBILIZATION LS 1 2750.00 0.25 0.75 2,062.50 223 TRAFFIC CONTROL LS 1 1700.00 035 0.75 1,275.00 224 TEMPORARY MAIL LS 1 1000.00 0.75 750.00 225 INLET PROTECTION EA 3 130.00 1 1 130.00 226 SILT FENCE,TYPE MACHINE SLICED LF 30 2,00 30 30 60.00 227 REMOVE TREE EA 2 610.00 0.00 228 REMOVE BITUMINOUS PAVEMENT SY 5440 1.60 1545 2,472.00 229 SAWING BITUMINOUS PAVEMENT-STREET LF 130 3.00 402 1,206.00 230 REMOVE CONCRETE CURB&GUTTER LF 3105 2.30 12 27.60 231 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 3300 1.00 0.00 232 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 600 1.00 0.00 233 REMOVE GRAVEL DRIVEWAY SF 300 1.00 0.00 234 COMMON EXCAVATION (P) CY 2775 11.00 850 91350.00 235 SUBGRADE EXCAVATION CY 1390 6.25 0.00 236 AGGREGATE BASE,CLASS 5 TN 930 10.00 500 929,49 9,294.90 237 SELECT GRANULAR BORROW(MODIFIED) TN 1390 9.75 0.00 238 GEOTEXTILE FABRIC TYPE V SY 1220 2.00 0.00 239 4"PVC PERFORATED DRAIN TILE,WITH COARSE FILTER AGGREGATE AND FILTER FABRIC LF 40 12.00 0.00 19M1994D REQ2-tsm Contract Unit Current Quantity Amount No. item Unit Quantity Price Quantity to Dale to Date 240 BITUMINOUS MATERIAL FOR TACK COAT GAL 272 2.25 0.00 241 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,B) TN 516 56.00 225.08 225.08 12,604.48 242 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TN 516 58.50 0.00 243 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS(2,B) TN 70 120.00 0.00 244 6 INCH CONCRETE DRIVEWAY SF 600 7.80 0.00 245 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 3110 11.20 930 10,416.00 246 HYDROSEED WITH MULCH SY 5180 1.40 0.00 247 SELECT TOPSOIL BORROW TN 1 160 0.01 0.00 248 17'SOLID WHITE STOP BAR LF 44 8.00 0.00 249 WATER FOR DUST CONTROL MG 50 40.00 0.00 250 STREET SWEEPER (WITH PICKUP BROOM) HR 6 130.00 0.00 251 ADJUST VALVE BOX EA 3 75.00 0.00 252 CONNECT TO STRUCTURE (DRAINTILE) EA 2 70.00 0.00 TOTAL ALTERNATE 5-OSMAN,64TH,OZARK STREET IMPROVEMENTS 49,648.48 ALTERNATE 6 - PANAMA STORM 253 MOBILIZATION LS 1 1250.00 0.75 0.75 937.50 254 TRAFFIC CONTROL LS 1 1600.00 0.75 0.75 1,200.00 255 4"PVC PERFORATED DRAIN TILE,WITH COARSE FILTER AGGREGATE AND FILTER FABRIC LF 20 12.00 0.00 256 15"RCP STORM SEWER,CL 5 LF 300 38.00 260 260 9,880.00 257 2'x3'CATCH BASIN EA 1 1500.00 1 1 1,500.00 258 CONNECT TO EXISTING STORM STRUCTURE EA 1 1100.00 1 1 1,100A0 259 CONNECT TO STRUCTURE (DRAINTILE) EA 1 70.00 0.00 TOTAL ALTERNATE 6-PANAMA STORM 14;617.50 CHANGE ORDER NO.l 1 MOBILIZATION LS 0 2750.00 0.00 2 TRAFFIC CONTROL LS 0 1700.00 0.00 3 TEMPORARY MAIL LS 0 1000.00 0.00 4 INLET PROTECTION EA 0 130.00 0.00 5 SILT FENCE,TYPE MACHINE SLICED LF 0 2.00 0.00 6 REMOVE TREE EA 2 (610.00) 0.00 7 REMOVE BITUMINOUS PAVEMENT SY 3910 (1.60) 0.00 8 SAWING BITUMINOUS PAVEMENT-STREET LF 270 3.00 0.00 9 REMOVE CONCRETE CURB&GUTTER LF 3105 (2.30) 0.00 10 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SF 2550 (1.00) 0.00 11 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 505 (1.00) 0.00 12 REMOVE GRAVEL DRIVEWAY SF 300 (1.00) 0.00 13 COMMON EXCAVATION (P) CY 1650 (11.00) 0.00 14 SUBGRADE EXCAVATION CY 1070 (6.25) 0.00 15 AGGREGATE BASE,CLASS 5 TN 155 (10.00) 0.00 16 SELECT GRANULAR BORROW(MODIFIED) TN 730 (9.75) 0.00 17 GEOTEXTILE FABRIC TYPE V SY 910 (2.00) 0.00 18 4"PVC PERFORATED DRAIN TILE,WITH COARSE FILTER AGGREGATE AND FILTER FABRIC LF 40 (12.00) 0.00 19 BITUMINOUS MATERIAL FOR TACK COAT GAL 182 (2.25) 0.00 20 TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2,B) TN 376 (56.00) 0.00 21 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TN 376 (58.50) 0.00 22 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS(2,B) TN 54 (120.00) 0.00 23 6 INCH CONCRETE DRIVEWAY SF 505 (7.80) 0.00 24 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 2170 (11.20) 0.00 25 HYDROSEED WITH MULCH SY 4110 (1.40) 0.00 26 SELECT TOPSOIL BORROW TN 950 (0.01) 0.00 27 17'SOLID WHITE STOP BAR LF 29 (8.00) 0.00 28 WATER FOR DUST CONTROL MG 40 (40.00) 0.00 29 STREET SWEEPER(WITH PICKUP BROOM) HR 3 (130.00) 0.00 30 ADJUST VALVE BOX EA 2 (75.00) 0.00 31 CONNECT TO STRUCTURE(DRAINTILE) EA 2 (70.00) 0.00 TOTAL CHANGE ORDER NO. 1 0.00 1938019944 RE02.dsm Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date CHANGE ORDER NO.2 -ALTERNATE NO.3 1 MOBILIZATION LS 1 1250.00 1 1,250.00 2 TRAFFIC CONTROL LS 1 1000.00 1 1,000.00 3 INLET PROTECTION EA 2 130.00 0.00 4 SILT FENCE,TYPE MACHINE SLICED LF 600 2.00 0.00 5 SALVAGE AND REINSTALL SIGN EA 4 160.00 0.00 6 REMOVE BITUMINOUS PAVEMENT SY 1420 2.00 1236 2,472.00 7 SAWING BITUMINOUS PAVEMENT LF 60 3.00 0.00 8 AGGREGATE BASE,CLASS 5 TN 240 10.00 208.89 2,088.90 9 TEMPORARY WATER SERVICE LS 1 5000.00 1 5,000.00 10 EXCAVATION SPECIAL (POTHOLE EXISTING UTILITY) EA 2 150.00 0.00 1 I REMOVE WATERMAIN LF 642 1.00 572 572.00 12 REMOVE WATER SERVICE LF 120 1.00 0.00 13 REMOVE HYDRANT EA 1 100.00 2 200.00 14 REMOVE VALVE AND BOX EA 1 20.00 1 20.00 15 CONNECT TO EXISTING WATER MAIN EA 3 1700.00 3 5,100.00 16 6 DIP WATER MAIN,CLASS 52 LF 140 49.00 22 1,078.00 17 8"DIP WATER MAIN,CLASS 52 LF 642 55.00 572 31,460.00 18 6 GATE VALVE AND BOX EA 5 1220.00 3 3,660.00 19 F GATE VALVE AND BOX EA 3 1640.00 2 3,280.00 20 ADJUST VALVE BOX EA 1 75.00 0.00 21 HYDRANT EA 2 3800.00 2 7,600.00 22 DUCTILE IRON FITTINGS LB 550 9.00 302 2,718.00 23 INSULTATION-4"THICK SF 100 4.00 0.00 24 CONNECT TO EXISTING WATER SERVICE EA 3 80.00 3 240.00 TOTAL CHANGE ORDER NO.2-ALTERNATE NO.3 67,738.90 CHANGE ORDER NO.3 1 PRETREATMENT BOX,ACID TURRET EA 2 1925.00 2 2 3,850.00 2 PRETREATMENT BOX,ACD BUNKER EA 8 1325.00 3 3 3,975.00 3 4"DRAINTILE CLEAN OUT EA 8 230.00 0.00 4 GATE VALVE ASSEMBLY EA 8 415.00 0.00 5 EDGING,VINYL LF 645 8.80 0.00 6 POLY LINER SF 1500 1.30 0.00 7 SOD SY 554 17.60 0,00 8 SOD SY 20 (35.00) 0.00 9 HYDROSEED WITH MULCH SY 534 (1.35) 0.00 10 REMOVE TREE EA 8 (610.00) 0,00 11 DRAINAGE SWALE GRADING SY 400 (10.00) 0.00 TOTAL CHANGE ORDER NO.3 7,825.00 TOTAL BASE BID; 1,737,734.69 TOTAL ALTERNATE 1 -VALLEY VIEW PARKING LOT 64,475.76 TOTAL ALTERNATE 5-OSMAN,64TH,OZARK STREET IMPROVFMENTS 49,648.48 TOTAL ALTERNATE 6-PANAMA STORM 14,617.50 TOTAL CHANGE ORDER NO. 1 0.00 TOTAL CHANGE ORDER NO.2-ALTERNATE NO.3 67,738.90 TOTAL CHANGE ORDER NO.3 7,825,00 TOTAL WORK COMPLETED TO DATE 1,942,040.33 193801994D RED2.xism PROJECT PAYMENT STATUS OWNER CITY OF OAK PARK HEIGHTS STANTEC PROJECT NO. 193801994D CONTRACTOR A-1 EXCAVATING, INC. CHANGE ORDERS No. Date Description Amount 1 4/23/2015 This Change Order provides for adjustments to this ($139,427.50) project.See Change Order 2 6/4/2015 This Change Order provides for the addition of $87,507.00 Alternate No.3 to project.See Change Order 3 7/13/2015 This Change Order provides for adjustments to this $26,685.50 project.See Change Order Total Change Orders ($25,235.00) PAYMENT SUMMARY No. From To Payment Retainage Completed 1 105/01/2015 107117120151 826,396.55 1 43,494.56 869,891.10 2 107/18/2015 09/02/2015 1,018,541.77 97,102.02 1,942,040.33 Material on Hand Total Payment to Date $1,844,938.32 Original Contract $3,385,037.70 Retainage Pay No. 2 97,10202 Change Orders ($25,235.00) Total Amount Earned $1,942,040.33 Revised Contract $3,359,802.70 193801994D REQ2 dsm Oak Park Heights Request for Council Action Meeting Date September 81 h 2015 Time Required: 5 Minutes Agenda Item Title: Consider Pedestrian Crossin2 Signalization Proposal—Boutwell's Landing along 58`E' Street. Agenda Placement New Busine Originating Department/Re e ric Johnson City Administrator Requester's Signature Action Requested D' ussion, Possible action Background/Justification (Please indicate if any previous action has been taken or if other public bodies have advised): Bouwtell's Landing staff has expressed concerns about the safety of the surface crossing for its staff across 58th street and thus the City has been approached by Boutwell's Landing to install some form of advanced crossing warning signals"at the pedestrian crossing along 58th street as shown on the attached map. These pedestrian flashing systems are proposed to be similar in scope and design to those lights installed by the City at 5811 street and Nova Scotia. At the time of the development of this area, including the underground tunnel, it was expressed that Staff would use that tunnel to access the site across the street. However, persons appear to be utilizing a surface crossing.While the surface crossing is well signed and compliant with visual standards, Boutwell's Staff believes safety could be improved for its staff by the installation of some additional warming flashers. It should be noted that the intention of this system is to generally facilitate a private interest; but as these would be installed in the public right of way the City would be responsible for maintenance and costs. That said, a subsequent agreement would be put in place that could requires a billing-back to Bouwtell's for construction and maintenance costs and for which they are agreeable to. Recommendation: Authorize the installation of advanced warning flashers similar to the units installed at Nova Scotia Ave&58th street for which such costs and maintenance shall be billed back to Bouwtell's Landing via completed installation and maintenance agreement. Enclosures: 1. Maps of proposed area and conceptual dual-head flashers 2. Memo from Chief of Police dated April 18, 2011 I i C � Y - a • ■ u s w . M v � , i � f Mj i Erin Johnson From: Brian DeRosier Sent: Thursday,April 16, 2013 2.53 PM To. Eric Johnson Subject Re:Advanced Warning Flashers - Ped Crossings Eric; I have reviewed the information on the purchase and installation of advanced warning flashers for the 3 locations noted as pedestrian crossings. We have spoken about this and council has reviewed this in the past with information that I have provided. I find no specific negative aspect of such equipment, however i would hedge on the true effectiveness of such equipment,or expectations by the public of the true effectiveness. There is some concern that with this type of equipment pedestrians may feel a heightened sense of safety or "rights" that may not realistically be provided,and as such not take precautions they should. These crosswalks will still not be provided a stop light controlled intersection with this equipment--only an intent of drawing attention of drivers to the crosswalk. With the positioning of the warning system near the high school this is already a very congested area for signage, lights, traffic, and curving road design and posted speed limit being high in the congestion area. goad design by engineering may support the speed limit but these other factors do present issues with the speed. These lights may have a negative or ineffective contribution; and add to that clutter and confusion. There have only been a couple of incidents near the school in the history of the time the school has been there,and all of those have been investigated and attributed to violations by the pedestrian stepping out into traffic abruptly or weaving between traffic etc., not the motorist. This is not to say there are not failure to yield incidents at the school location as there are at every location at onetime or another,we do issue citations for this. We have issued numerous PSA announcements to the students deterring them from using this location and to use the signaled crosswalk A block up.This is also included in The student information sent home at the beginning of the year to the parents. We do increased patrols in the area when available. Unfortunately many parents have also taken to this location as a shortcut to picking up and dropping their children instead of entering the school grounds. The result of this in increased traffic with students that park in the ponds shopping center using the cross walk and driving out the entrance onto 58tj St, parking issues with parents waiting or dropping off in and near the entrance to OPH Ponds shopping area, increased "repeated over short time period" pedestrian traffic in this area,all leading and causing increased "clutter"with the already high volume of cars and buses in the area prior to and after school. The proposed early warning signals could provide an asset to the overall multi-faceted problem, however there are more issues than just the crosswalk at play in this location. In regards to the Boutwells and Oa g kgreen locations these appear to be passible effective locations to provide the advanced warning being sought. With all locations I would recommend a possible sign at the location of the buttons simply telling pedestrians to ensure traffic is stopped or stopping prior to starting to cross. The lights are only meant to provide additional attention to the crosswalk and do not provide greater rights. Again I see no specific negative or detrimental effect of installation of the equipment and hope that if installed it will provide the level of awareness sought. Brian DeRosier Chief of Police/Emergency Manager Oak Park Heights Police Dept. 14268 Oak Part; Blvd Igo. PO Box 2007 Oak Park Heights, MN 55082 651-439-4723 Those that have the ability to right a wrung, have the responsibility to. Ethics are what you do when no one else is looking or would find out. 2 <9>TRAFFIC CONTROL Quotation Na: 413195-00 EFWM R RATIO 6� Quotation mate: 04109/2013 5651 Memorial Avenue Customer No: 013158 Oak Park. Heights, MN 55082 Page No: 1 OAK PARK HEIGHTS 1416$Oak Park Blvd. Budgetary -3 Sites OAK PARK HI EIGHTS MN 55M.2004 Phone: (65IW9.4439 SOLAR POWERED CROSSWALK FLASHER Fax: (651}439.0524 Your Request No: VERBAL A TTAf: ERIC JOHNSON Item Part No I Description Quantity Unit Prfee Extended Puce 001 SITE 1 - SAHS CROSSING 1.00 EA 9,874.00 $9,874.04 1-JSF-A$-1492-Ye>low dousing 12"one 5edion amber LED 4.5©D Pole Mount (for mounting on Telespar post) 2-JSF-AB-2412-Yellow Housing YAth Yellow LED, Dual 12"and Push button(to be mounted on pedestal pole quoted below) 2-Campbell Pushtruitons W Housing 2- 131 pedestal pole,base&wirKbollar (Telespar will need to be provided for the AB-1412 installation) 002 SITE° 2 U,; t-,' 1 -JSF-A!3-1412-Yellow Housing 12"ane section amber LED 4.5 00 Pale Mount (for mounting on Telespar post) 2-JSF-A$-2412-Yellow Housing with Yellow LED, Dual 12"and Push button (to be mounted on pedestal pole quoted below) 2-Campbell Pushbuttons w'/Ho:js=ng �Tl WLM-fT-V' 2-13 R pedestal pale,base&windcoilar r-d-N (Telespar will need to be provided for the AB-1412 installation) 2vt 3 03 3 S L 3 - 0AKG 1.00 EA 7,852.00 . 2-JSF-AB-2412-Yellow Housing with Yellow LED, Dual 12"and Push button(to be mounted on pedestal pole quoted below) 2-Campbell Pushbuttons w/Housing 2-13 ft pedestal pole, base&windcoliar Total Items Price Above prices do not Include sales tax. Payment terms are Not 30 days with prior approved credit. Prices are firm for 30 days. Delivery Is approxlmate'ly 45=60 days after rolcase. Concrete foundation for pedestal pole provided by othem.Telespar post for advanced flashers provided by others. Sincerely, tallee Stangl Voice: 651-439-1737 Website: www.trafff=ontrolcorp.com Fax: 651 439.4311 THIS PAGE IS INTENTIONALLY LEFT BLANK 9 Oak Park Heights Request for Council Action Meeting Date September 8"'. 2015 Time Required: 5 Minutes Agenda Item Title: Oak Park Crossin Park—Possible Trail Installations. Agenda Placement New Business Originating Department/Requ for E,�Johnson. City Administrator Requester's Signature Action Requested Discus 'on ossible Action i Background/Justification(lease indicate if any previous action has been taken or if other public bodies have advised): Please see the attached memo. City of Oak Park Heights 14168 Oak Park Blvd. N+Box 2007+Oak Park Heights,MN 55082+Phone(651)439-4439+Fax(651)439-0574 9/4/15 MEMO TO: City Council Members FROM: Eric Johnson, City Admin' a RE: Trail Proposal—Resign,Biddin nd Construction. At the joint City Council and Park Commi ion Ling held in July,there was much discussion about all the elements that could or could not go into this Park. However there did appear to be a consensus to develop a trail way and small shelters along the ridgeline (looking southwardly)and connecting back to the trails near Cover Park. Considering that apparent consensus,Staff did secure a proposal from STANTEC to develop, bid and oversee constriction of these elements. Please see the attached engineering proposal from the City Engineer,This proposal would oversee all elements of the trail and two shelter pad construction elements—including but not limited to siting, design, bidding, and permitting and construction oversight. It contains a Not to Exceed (NTE) price of $31,700.00. (These do not include construction costs as these would be subsequently bid) Please recall that this construction will require coordination with Xcel Energy and the MPCA as well as the Middle St. Croix Watershed Organization permitting process. Lastly,the engineering oversight would appear to be recommended compared to other localized trail building as they fly-ash site and its membrane will need to be carefully monitored for impacts. In concept, it would be possible these trails, and its related options could be in-place by July 2016. The Park Commission did review this proposal and does support the plan. if this trail is desired to be installed,Staff would recommend moving forward with a recommendation to the City Council for this proposal. Cost would be derived from the Xcel Energy—Park Contribution. Project Summary 1. Plan, Design, Bid and Oversee Construction and close-out of trail and two concrete pads as shown on exhibit below—approximate location only: 2. Trail shall be ADA compliant in terms of width and slope and linkages to other trails 3. Bituminous trail (min 6'-8') 4. Two concrete pads to place a small shelter/pavilion, linked to the trail. Pads shall be +/-25' in diameter 5. Coordinate and secure all permitting and permission from Xcel Energy and other regulatory and permitting agencies. MW \ �� -5rwr9 -C'amrA.3wnNau- F lbOU Pw w "q 1 — �,- °• a _, ,.. � r '' .�,.. Stantec Consulting Services Inc. 2335 Highway 36 West Si.POUT MN 55113 Tel: (651) 636-4600 Fox: (651) 636-1311 August 12, 2015 Erie Johnson City of Oak Park Heights 14168 Oak Park Blvd. N. P. O. Box 2007 Oak Park Heights, MN 55082-2007 Re: Proposal for Engineering Services / Oak Park Crossing Tro] Dear Mr. Johnson: Attached to this letter is a Task Hour Budget Work Plan for Professional Services between the City of Oak Park Heights, Owner and Stantec Consulting Services Inc. for providing engineering services as part of the Oak Park Crossing Trail Project located in Oak Fork Heights, MN. See attached scope. The estimated fee is $31,700 including expenses and equipment. The proposed project tasks and estimated fees for each task are as follows: Task 1 -Design $13,600 (Hourly not to Exceed) Task 2- Bidding $2,000 (Hourly not to Exceed) Alik Task 3 - Construction $16,100 (Hourly not to Exceed) Total Estimated Fee $31.700 This letter and the attached Labor Hours Cost Estimate represent the entire understanding between you and us in respect of the Project and may only be modified in writing signed by both of us. If this letter satisfactorily sets forth conditions of our Agreement, please sign in the space below and return one copy to our office. Thank you again for the opportunity to provide these services. CITY OF OAK PARK HEIGHTS Print Name and Title Bate Page 42 of 46 Labor Hours Cost Estimate Oak Park Crossing Trail 8/12/2015 tE Estimate of Labor Hours Project Project Engineering Project Task mager 3 I Manager 1 Technician 6 1 Inspector 1 Technician 3 Totals 1'Design 1_- -I 1.1 Project Management 4 8j 12 �- -_ - - 1.2 Meetings 4 4 - 1.3 ;Permitting 5 5 1.4 Field Reconnaissance l -_ 4 4 1 1,5 -l Trail Design -_ . -_-.. - _ 4i _ 8 _ tea- -_ - - _ 1 6 _'Stonnwater Maria ement --� `-- �--- - 1.9 rEstr ate of Construction Cost 8 1 7_ Construction Drawings 4 4 36 - .._ s�._.—_ -- - - - Houq Billing Rates $158 00 $128.00 $1011 00; 8 117 Subtota!Estrmated labor Hours' 12 32, _ 65' --- - $105 DO $101.00 - -Subtotal Estimated Labor Cost $1,896.0) $4,096.0011 $6,565,00! $SD8.00 $13,365.00 99 Direct Project Expenses I- $250.00 - Tots!Costa-Des n Phase: _ _ 513,615.00 1 j use, $13,600.00 2.1 �Pra ect Maria emeM - --- - 2 2 - i I �IBlaainp,_ 1-� 9 - -a_ u- _. _ 4 2 2 Bid Inquiries and Clarifications 4 , 4 I 2-3 Bid Tabulation and Recommendation J 2 411 -- ._ Subtotal Estimated Labor Hours 2 _ 8 4 _ 14 Hourly BillingRates $f 5800 -$128_00i s101.00 510500 $101.00 Subtotal Estimated Labor Cost $31600' $1,D24.00 _--- $404.00 T $1.744.00 99 Direct Project Expenses - - $254.00 Total Costs-Bidding Phase!_ I __-t_.__-L ---------- - -- .-.-... _ $1,994.00 - Use $2,000.00 3 Construction 9.1 Protect Management _- 4• 8, 12 3.2 Meetings - - - -- _ 4 - - W - 4 6, 3.3 Construction Surveying - -� 8' ----� -60 --68 Y g 3 a Construction Observation&Documentation 3 5 ;Construction Engineering - 4 8 -12 3 6 i Prepare rawingmenUPaySubtatalr Estimanted Labor Hours 8I 4 8 41 16 - __-f- 3.7 ;Record Drawn s 2 -� 8 10 38 84 41 134 Hourly Billie$Rates; $158.DD $128.00 5101.00 _ 5105.00 $101.001 _ I� Subtotal Estimated Labor Cost - $11,264.00; 34,864=1 $8,820.00 $404.DD!1$15 5,352.00 _ 99 t7irect prti Ex r�s ! � 76D.04 Total Costs-Construction Phase' $16,102.00 Use $16,100.00 _ Total Estimated Labor Cast $3,476.D0 $9,984.00r 65 84 16 265 Total Estimated Direct Project Expenses s Total Estimated Labor Hours _ 00� 78'565.00 $8,820.00 $1 61.6.00 $.30,461.00 ---- 1 - I - ---- �_ 81,.250.00 Total Estimated Costs: 1 $31,711.00 ---7- Use $31,700.00 Page 45 of 46 R:lciientlmunicipalWak,_,park_heights_ci_mn\RFPs1201510ak Park Crossing TrainTrailLaborHoursCostEst2D150812.xlsx THIS PAGE IS INTENTIONALLY LEFT BLANK 9