Loading...
HomeMy WebLinkAbout#04 - 2020 Crack Seal Project STAFF REPORT DATE: June 2, 2020 CONSENT AGENDA ITEM: Accept Quotes and Award Contract for the 2020 Crack Seal Project SUBMITTED BY: Jack Griffin, City Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Cara Geheren, Project Engineer ISSUE BEFORE COUNCIL: Should the City Council accept quotes and award a construction contract for the 2020 Crack Seal Project? BACKGROUND: In accordance with the City’s annual street maintenance program, certain streets have been scheduled to be cracked sealed in 2020. See attached Location Map. Best pavement management practices recommend these streets be crack sealed in advance of a seal coat treatment, therefore all streets scheduled for a seal coat treatment in 2020 are included. The street maintenance work programmed in 2020 were reviewed jointly by Public Works and Engineering to confirm the work to be completed. For the past several years Lake Elmo has completed this work jointly with adjacent communities to gain economies of scale, and share in engineering and administrative costs, thereby reducing the street maintenance costs for each participating community. This year, the City received a request from Denmark Township to include Denmark Township crack seal and seal cost improvements using a Joint Services Agreement with Lake Elmo. The project will be led by Lake Elmo with Denmark Township reimbursing Lake Elmo their portion of the construction cost. Denmark Township will also pay Lake Elmo $3,000 for engineering and administration fees with payment due upon award of a construction contract by the City of Lake Elmo. Construction observation services will be contracted directly by each jurisdiction for the work performed on their respective streets. PROPOSAL DETAILS/ANALYSIS: Quotes were solicited from 4 qualified contractors and 2 quotes were received on May 27, 2020. Gopher State Sealcoat, Inc. submitted the quote of $39,835.00, consisting of $30,322.00 for the City of Lake Elmo, and $9,513.00 for Denmark Township. See attached tabulation for a breakdown of the quotes received. The work is required to be completed by July 11, 2020. FISCAL IMPACT: Total contract to be authorized is $39,835.00. The Lake Elmo project costs are funded through the 2020 street maintenance budget and the crack seal portion of the costs remains within the planned budget. RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, accepting the quote and awarding a construction contract to Gopher State Sealcoat, Inc. in the amount of $39,835.00 for the 2020 Crack Seal Project. If removed from the consent agenda, the recommended motion for this action is as follows: “Move to accept the quote and award a Construction Contract to Gopher State Sealcoat, Inc. in the amount of $39,835.00 for the 2020 Crack Seal Project; which includes $30,322.00 for the City of Lake Elmo and $9,513.00 for Denmark Township.”” ATTACHMENTS: 1. Tabulation of Quotes Received. 2. 2020 Crack Seal Project Construction Contract. TABULATION OF QUOTES 2020 CRACK SEAL PROJECT CITY OF LAKE ELMO,  MINNESOTA PROJECT NO. 2020.109   QUOTES RECEIVED BY: MAY 27, AT END OF DAY ITEM UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT 1 LAKE ELMO: ROUT  AND SEAL CRACKS 1 LS $30,322.00 $30,322.00 $42,022.09 $42,022.09 2 DENMARK  TOWNSHIP: ROUT  AND SEAL CRACKS 1 LS $9,513.00 $9,513.00 $18,521.47 $18,521.47 TOTAL $39,835.00 $60,543.56 Gopher State Fahrner Asphalt Sealers Project No. 2020.109 Tabulation of Quotes for 2020 Crack Seal Project Page 1 Table of Contents for 2020 Crack Seal Project May, 2020 CITY OF LAKE ELMO, MINNESOTA 2020 CRACK SEAL PROJECT PROJECT NO. 2020.109 TABLE OF CONTENTS TITLE PAGES Cover & Table of Contents 1 Construction Contract 2 Quote Proposal 1 Location Maps 2 Street List 1 Project No. 2020.109                   General Conditions for 2020 Crack Seal Project                                                             Page 1 of 2                    State of Minnesota    Washington County  CONSTRUCTION CONTRACT FOR THE   2020 CRACK SEAL PROJECT  LAKE ELMO, MINNESOTA     This Contract, made this 2nd day of June 2020, by the City of Lake Elmo, Minnesota (herinafter called the “Owner”) and __Gopher  State Sealcoat, Inc.___ (hereinafter called the “Contractor”).    WITNESSETH that the parties hereto agree as follows:     The Contractor shall provide all labor, services, materials, equipment and machinery, transportation, tools, fuel, power, light, heat,  telephone,  water,  sanitary  facilities,  temporary facilities,  and  all  other  facilities  and  incidentals,  including  profit  and  overhead,  necessary for the performance, testing, start‐up, and completion of the work as described herein:    IN WITNESS WHEREOF, the parties hereto have executed this contract as of the date first above written.        (Contractor)                                                                                   (City of Lake Elmo)    DESCRIPTION OF WORK: The Contractor shall rout (¾” x ¾”) [when applicable], clean, dry, seal, and overband existing bituminous cracks in the streets shown on the attached Location Maps dated May, 2020 for Lake Elmo and Denmark Township. [Routing is to be completed on all cracks except those with existing crack fill material.] The work shall be completed per the applicable MnDOT Standard Specifications for Construction (2018 Edition) and in accordance with the special provisions outlined within this Construction Contract. The Contractor shall provide all necessary traffic control in accordance with the MMUTCD. The Contractor shall provide certification that the sealant meets MnDOT 3723 or approved equal. Sealant materials may be placed during a period of rising temperature after the air temperature has reached 50 degrees F. The street surface must be completely dry and remain so throughout the application of the sealant material. The Contractor shall conduct the operation so that routing of cracks, cleaning, drying, and sealing are a continuous operation. Traffic shall not be allowed to knead together or damage the routed cracks. Routed cracks not sealed before traffic is allowed on the pavement shall be re-routed, if necessary, when routing and sealing operations resume at no additional cost to the Owner. Cleaning shall continue until the crack is dry and all dirt, dust or deleterious matter is removed from the crack and adjacent pavement to the satisfaction of the Engineer. The cracks shall be sealed when the sealant material is at the pouring temperature recommended by the manufacturer. The Contractor shall fill the crack such that after cooling, the sealant is flush with the adjacent pavement along the edges and the center does not sag more than 1/8 inch below the pavement or shoulder surface. Care shall be taken in the sealing of the cracks so that the cracks are not overfilled and the final appearance shall present a neat fine line. Those deep cracks that experience sealant settlement shall be given a second application of sealant material. The Contractor, at their option, may use a backer rod at no additional cost to the project; however, sealant must be at least ¾” thick over rod. The sealant shall be tack free before opening to traffic. A given quantity of sealant material shall never be heated at the pouring temperature for more than six (6) hours and shall never be reheated. The Contractor shall replace any sealant that loses its bond within one year after the sealant is applied. The Contractor will be paid as a Lump Sum for work completed in accordance with the Construction Contract. All work shall be completed within the specified time frame and under the terms and conditions provided within this Construction Contract, and in accordance with the “General Conditions” shown in this contract. The contractor shall complete the proposed work by JULY 11, 2020. The Owner will make payment for the whole contract upon acceptance by the Owner of all work required hereunder and in compliance with all the terms and conditions of this contract. TOTAL AMOUNT (INSERT FROM QUOTE FORM): ____$39,835.00_____ Project No. 2020.109                   General Conditions for 2020 Crack Seal Project                                                             Page 2 of 2                    GENERAL CONDITIONS  I. CHANGES IN WORK. ‐ The Owner may at any time, make changes in the drawings and specifications, within the general scope thereof. If  such changes cause an increase or decrease in the amount due under this contract or in the time required for its performance, an  equitable adjustment will be made, and this contract will be modified accordingly by a “Contract Change Order”. No charge for any extra  work or material will be allowed unless the same has been ordered on such contract change order by the Owner and the price therefore  stated in the order.  II. INSPECTION OF WORK. ‐ All materials and workmanship will be subject to inspection, examination, and test, by the Owner, who will have  the right to reject defective material and workmanship or require its correction.  III. COMPLETION OF WORK. ‐ If the Contractor refuses or fails to complete the work within the time specified in this contract, or any  extension thereof, the Owner may terminate the Contractor’s rights to proceed. In such event the Owner may take over the work and  prosecute the same to completion by contract or otherwise, and the Contractor will be liable for any excess cost occasioned the Owner  thereby; and the Owner may take possession of and utilize in completing the work such materials and equipment as may be on the site of  the work and necessary therefore. If the Owner does not terminate the right of the Contract to proceed, the Contractor will continue the  work, in which event, actual damages for delay will be impossible to determine, and in lieu thereof, the Contractor may be required to  pay to the Owner the sum of $100  as liquidated damages for each calendar day of delay, and the Contractor will be liable for the amount  thereof: Provided, however, that the right of the Contractor to proceed will not be terminated because of delays in the completion of the  completion of the work due to unforeseeable causes beyond the Contractor’s control and without Contractor’s fault or negligence.  IV. RELEASES. ‐ Prior to final payment, the Contractor will submit evidence that all payrolls, material bills, and other indebtedness connected  with the work have been paid as required by the Owner.  V. OBLIGATION TO DISCHARGE LIENS. ‐ Acceptance by the Owner of the completed work performed by the Contractor and payment  therefore by the Owner will not relieve the Contractor of obligation to the Owner (which obligation is hereby acknowledged) to discharge  any and all liens for the benefit of subcontractors, laborers, material‐person, or any other persons performing labor upon the work or  furnishing material or machinery for the work covered by this contract, which have attached to or may subsequently attach to the  property, or interest of the Owner.  VI. NOTICES AND APPROVAL IN WRITING. ‐ Any notice, consent, or other act to be given or done hereunder will be valid only if in writing.  VII. CLEANING UP. ‐ The Contractor shall keep the premises free from accumulation of waste material and rubbish and at the completion of  the work shall remove from the premises all rubbish, implements and surplus materials.  VIII. WARRANTY.  ‐  Contractor  warrants  and  guarantees  that  title  to  all  work,  materials,  and  equipment  covered by  any  Application  for  Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens.  If  within one year after completion of the work, any work is found to be defective, Contractor shall promptly, without cost to the Owner,  correct such defective work as approved by the Owner.    IX. INDEMNIFICATION. ‐ Contractor shall defend and indemnify the city against claims brought or actions filed against the city or any of its  officers, employees or agents for property damage, bodily injury or death to third persons, arising out of or relating to contractors work  under the contract.    X. WORKERS’ COMPENSATION INSURANCE. ‐ Contractor shall provide a certificate of insurance showing evidence of workers’ compensation  coverage or provide evidence of qualification as a self‐insurer of workers’ compensation.      XI. LIABILITY  INSURANCE  REQUIREMENTS.  –  A  certificate  of  insurance acceptable  to  the  City  shall  be  filed  with  the  City  prior  to  the  commencement of the work. The certificate and the required insurance policies shall contain a provision that the coverage afforded  under the contract will not be canceled or allowed to expire until at least 30 days prior written notice has been given to the city.   Contractor shall maintain commercial general liability (CGL) insurance with a limit of not less than $1,000,000 each occurrence and an  aggregate  limit  of  not  less  than  $2,000,000.  The  CGL  insurance shall  cover  liability  arising  from  premises,  operations,  independent  contractors, subcontractors, products‐completed operations, personal injury and advertising injury, and contractually‐assumed liability.  The City and FOCUS Engineering, Inc. shall be named as an additional insured under the CGL.  Contractor shall maintain automobile  liability insurance, and if necessary, umbrella liability insurance with a limit of not less than $1,000,000 each accident and an aggregate  limit of not less than $2,000,000. The insurance shall cover liability arising out of any auto, including owned, hired, and non‐owned autos.                ñ © © 5 5 5 ÌGlWX GlWX GlWX GlWX GiWX GiWX GiWX Sf GqWX GqWX GqWX GoWX GoWX ?©A@?©A@ ?©A@ ?ÇA@?ÇA@ GnWX DemontrevilleWildlife Park DemontrevillePark KleisPark PebblePark Lake Jane Hill Park Sunfish Lake Park Tana RidgePark Carriage StationPark VFWPark LionsPark ReidPark HeritagePark Tartan Park Golf Club Lake Elmo Regional Park Resserve TarlynPark RidgePark !"b$!"b$ Grant Woodbury Oakdale Baytown West Lakeland Stillwater Oak ParkHeights PineSprings Stonegate Midland Meadows Torre Pines Herritage Farm Eden Park The Forest Tapestry At Charlette's Grave Hidden Meadows of Lake Elmo St Croix's Sanctuary Farms of Lake Elmo Prairie Hamlet Arabian Hills Sunfish Ponds Lake Elmo Vista Meyers Pineridge Arvolds Acres Pass Est Bordiners Garner Farmettes Lake Jane Hills Tablyn Park Rolling Hills Est Brookman Add Lake Elmo Park The Fields of St. CroixJohn M DayFarm Add Carriage Station The Fields of St. Croix 2nd Add Tana Ridge Fox Fire Estates Lake Elmo Heights Parkview Estates Jesse's Hideaway Discover Crossing Hamlet on Sunfish Lake Demontreville Highlands Add Whistling Valley HammesCountry Vista City Aud Plat No. 8 Judith Mary Manor Wildflowers Shores Olson Lake Add Dawein Acres TamarackFarm Est Beast Crest Estates Krauses Add Eagle Point Business Park Springborn's Green Acres Packard Park Downs Lake Est Lake Jane Highlands BUrrwood Est Three Lakes Farm Add Lane's Demontreville Country Club Huppert Add Prairie Ridge Office Park Berschen's Shores David Nelson Est Kenridge Add Bergmann Add Park Meadows Eagle Point Creek Estates Lake Jane Manor No, 1 Schwartz Martinco Add Elmo View Myron Ellman Friedrich Hgts Bergstem of the Fields of St. Croix Elmo Jane Olson Eagle Point DeMontreville Sunfish Horseshoe Downs Goose Clear Long Cloverdale RoseArmstrong Kramer Goose (South) Rose Legion Pond H.J. Brown Pond Friedrich Pond Goose Margaret Armstrong-South Portion Armstrong Deer Pond Veronica Pond Goose (North) Crombie Pond Hedge's Pond Berschen's Pond Klawitter Pond Armstrong-North Portion Beutel's Pond Dirk's Pond Unnamed Unnamed10TH ST N MANNING AVE NHUDSON BLVDINWOOD AVE NLAKE ELMO AVE NSTILLWATER BLVD N 34TH ST N KEATS AVE N50TH ST N 15TH ST NIDEAL AVE N20TH ST N LAKE JANE TRL N 30TH ST N 27TH ST N JAMACA AVE N55TH S T N 53RD ST N JANE RD N 47TH ST NDEMONTREVILLE TRL N57TH ST N 59TH ST N 51ST ST S 31ST ST N 43RD ST N LEGION AVE N39TH ST N 38TH ST N 42ND ST N KIMBRO AVE N33RD ST N 24TH ST NOLSON LAKE TRL N26TH ST NHI L L TR L N 32ND ST N LINDEN TRL N JULEP AVE NCIMARRONIVY AVE NHILLTOP AVE NIRIS AVE NMANNING TR L N STILLWATER LN N 21ST ST N 45TH ST N IVORY AVE NLILY AVE N9TH ST N LAVERNE AVE NJASMINE AVE N 44TH ST N JEWEL AVE N 35TH ST N KELVIN AVE NLEGION LN N37TH ST N JAMLEY AVE NKLONDIKE AVE NDEER POND TRL N IMPERIAL AVE N22ND ST N 55TH ST ISLE AVE N40TH ST N UPPER 33RD S T N 28TH ST N 16TH ST N MARQUE S S T R L N HY T R A I L A V E N LISBON CT N KIN D R E D W A Y LILAC LN N14TH S T NHIGHLANDS TRL NEAGLE POINT BLVD IVY CT N IRONWOOD TRL NJANE CIR NLAYTON AVE NJASPER AVE NJAMACA CT N L E E W A R D A V E N JUL E P C T N LISBON AVE NJANERO AVE NIRISH CT NIRVIN CT N44TH LN NHIGHLANDS CT N MARQUESS LN N IRVIN CIR NBLUESTEM LN N LILAC WAY N IVORY CTINNSDALE AVE N12TH ST N Tartan M eadows 11TH ST NLANGLY CT N 22ND CT N LAYTON CT NLAVERNE CT N59TH STREET CT N 53 R D S T N LILY AVE NINNSDALE AVE NJAMACA AVE NLAKE ELMO AVE NSTILLWATER BLVD N 50TH ST N 55TH ST N ISLE AVE NIRONWOOD TRL NJULEP AVE N35TH ST N 10TH ST N 34TH ST N 32ND ST N KEATS AVE N28TH ST N KEATS AVE N53RD ST N 39TH ST N MANNING AVE N37TH ST NLISBON AVE NHIDDEN BAY TRL N 36TH ST N 36TH ST NJAMACA BLVD NJANE CT N KIRKWOOD AVE N3RD STREET PL NJEROME AVE NLITTLE BLUESTEM TRL NLITTLE BLUESTEM TRL NJACK PINE TRISLE CT NIRISH AVE NLAMPERT AVE NLILAC PL N 49TH ST N JULEP WAYKRAFT CIR NDEER POND CT NLANSING AVE N27TH STREET CT NIRWIN AVE N10TH STREET CT NKIRKWOOD LN N JASM INE AVENUE P L N DEMONTRE VI L L E T R AI L CI R N CHERRYWO O D T R L N LITTLE BLU E S T E M CI R N MARQUESS TRAIL CT NMARQUESS WAY N JER O M E A V E N U E C T N 33 R D S T R E E T L N N 30TH STREET CIR N 24 T H S T R E E T C T N MARQUESS TRAIL CIR NLEGION LN CIR N 20TH STREET CT NINWOOD AVE N TO WB I94LARKSPUR LN NLEGION LN CT N HI D D E N B A Y Oace Acres Add WIND B CT RE N LAK TRL N N HILL TRAIL CT N MARQUESS LANE CV NIMATION PLDEMONTREV I L LE TRA I L P L N FOURTH ST N KEATS AVE N T O W B I 9 4 WB I94 TO INWOOD AVE NINNSDALE AVE NHIGHLANDS TRL NLEGION AVE N21ST ST N 35TH ST N LAVERNE AVE N31ST ST N KEATS AVE NMap Document: C:\Users\timol\Desktop\Lake Elmo Seal Coat\Seal Coat Shape Files\Map.mxdDate Saved: 3/30/2016 2:45:27 PM0 0.5 1Miles Source: MnDNR, MnDOT, ESRI ñ Ì Public Works Building ©Fire Stations µ Map Date: May 2020 2020 Crack Seal Project Street Legend 2020 Crack Seal State Highways County Roads City Streets City MSA Routes Parcel Subdivision Lakes City Park Golf Course Lake Elmo Regional Park ResservePark Office(651) 430-8368 City Hall 3880 Laverne Avenue N, Suite 100 (651)747-3900www.lakeelmo.org 3445 Ideal Ave N(651) 747-3940 Station No. 13510 Laverne Ave N(651) 770-5006 Station No. 24259 Jamaca Ave N(651) 779-8882 5 Schools The Homestead 10TH STREET LN N Penr os eAv ePleasantAve K March 2020 87th Street Location Map LEGEND DENMARK TOWNSHIP 2020 Crack Seal 70th Street 80th Street80th Street Court 65th Street Omar AveCourtOdell AvenueOmar AvePeller Ave68th St 67th St 66th StNeal AvenueNeal AvenueNeal AvenueNeal AvenueOakgreen AvenueOakgreen AvenueSt. Croix Trail Lane78th St St. Croix Trail80th StreetPrairie Smoke Blvd BayPrairie Smoke Blvd Quadrant AvenueQuant AveSt. Croix TrailOakgreen Avenue90th Street 100th Street 110th Street Nyberg Ave109th St 104th Street 108th St Mendal AveMendal Ave Ct120th St122nd St122ndSt Ct 122ndSt Cir Margo Ave131st St Ct 131stSt CirTH 61Maycrest Ave CtMorgan AveHWY 10127th St Point Douglas RoadNorrell Road122nd Street Oakgreenl Avenue117th St 117th St Osprey Ave113th StParis AveParis AvePanama Ave110th St 110th St LaneCedar Heights TrlDenmark Town Hall14008 90th StreetHastings, MN 55033 Stockpile Location Neal Avenue - 80th St to 90th St 2020 Crack Seal Maycrest Ave 80th St S - Neal Ave to Oakgreen Ave Street Segment From To DevelopmentLength Width CDS Area (SF) Area (SY)KEATS AVE N TH 36 59TH ST COURT MSAS 621.00 28 0 17,388.00 1,932.00KEATS AVE N 59TH ST COURT 57TH ST N MSAS 949.00 28 0 26,572.00 2,952.44KEATS AVE N 57TH ST N 55TH ST N MSAS 708.00 28 0 19,824.00 2,202.67KEATS AVE N 55TH ST N 53RD ST N MSAS 643.00 28 0 18,004.00 2,000.44KEATS AVE N 53RD ST N 51ST ST N MSAS 1,655.00 28 0 46,340.00 5,148.89KEATS AVE N 51ST ST N 47TH ST N MSAS 1,925.00 28 0 53,900.00 5,988.8945TH STREET JULEP AVE N TAPESTRY TRAIL Tapestry at Charlotte's Grove 989.00 23 0 22,747.00 2,527.44TAPESTRY GROVE TAPESTRY ROAD CUL-DE-SAC Tapestry at Charlotte's Grove 1,059.00 22 0 23,298.00 2,588.67TAPESTRY HILL TAPESTRY ROAD CUL-DE-SAC Tapestry at Charlotte's Grove 1,742.00 22 0 38,324.00 4,258.22TAPESTRY ROAD 45TH STREET TAPESTRY GROVE Tapestry at Charlotte's Grove 1,554.00 22 0 34,188.00 3,798.67TAPESTRY ROAD TAPESTRY GROVE TAPESTRY BEND Tapestry at Charlotte's Grove 193.00 22 0 4,246.00 471.78TAPESTRY ROAD TAPESTRY BEND TAPESTRY TRAIL Tapestry at Charlotte's Grove 1,098.00 22 0 24,156.00 2,684.00TAPESTRY ROAD TAPESTRY TRAIL TAPESTRY HILL Tapestry at Charlotte's Grove 2,660.00 22 0 58,520.00 6,502.22TAPESTRY ROAD TAPESTRY HILL TAPESTRY BEND Tapestry at Charlotte's Grove 286.00 22 0 6,292.00 699.11TAPESTRY TRAIL 45TH STREET TAPESTRY ROAD Tapestry at Charlotte's Grove 1,056.00 22 0 23,232.00 2,581.33TAPESTRY BEND TAPESTRY ROAD TAPESTRY ROAD Tapestry at Charlotte's Grove 345.00 22 0 7,590.00 843.33TAPESTRY BEND TAPESTRY ROAD CUL-DE-SAC Tapestry at Charlotte's Grove 1,567.00 22 0 34,474.00 3,830.44EAGLE POINT BLVD CSAH 13 (INWOOD AVE) HUDSON BLVD MSAS 3,473.00 36 0 125,028.00 13,892.00JONQUIL AVE N (SOUTHBOUND) 31ST ST ENTRANCE SPLIT Farms of Lake Elmo 235.00 20 0 4,700.00 522.22JONQUIL AVE N (NORTHBOUND) 31ST ST ENTRANCE SPLIT Farms of Lake Elmo 290.00 20 0 5,800.00 644.44JONQUIL AVE N ENTRANCE SPLIT ONE-WAY SPLIT Farms of Lake Elmo 843.00 23 0 19,389.00 2,154.33JONQUIL AVE N (SOUTHBOUND) ONE-WAY SPLIT ONE-WAY SPLIT Farms of Lake Elmo 530.00 19 0 10,070.00 1,118.89JONQUIL AVE N (NORTHBOUND) ONE-WAY SPLIT ONE-WAY SPLIT Farms of Lake Elmo 785.00 19 0 14,915.00 1,657.22JONQUIL AVE N ONE-WAY SPLIT SOUTH END Farms of Lake Elmo 340.00 23 0 7,820.00 868.89JONQUIL TRAIL (WEST LOOP) JONQUIL AVE JONQUIL AVE Farms of Lake Elmo 1,651.00 25 0 41,275.00 4,586.11JONQUIL TRAIL (EAST LOOP) JONQUIL AVE JONQUIL AVE Farms of Lake Elmo 2,478.00 24 0 59,472.00 6,608.00LAVERNE AVE N 5TH ST N 4TH ST N Hunter's Crossing 1st - 2nd 207.00 16 0 3,312.00 368.00LAVERNE AVE N 4TH ST N 3RD ST N Hunter's Crossing 1st - 2nd 459.00 28 0 12,852.00 1,428.004TH ST N LANGLY AVE N LAVERNE AVE N Hunter's Crossing 1st - 2nd 386.00 28 0 10,808.00 1,200.894TH ST N LAVERNE AVE N CUL-DE-SAC Hunter's Crossing 1st - 2nd 261.00 28 45 13,669.73 1,518.863RD ST N LANGLY AVE N LAVERNE AVE N Hunter's Crossing 1st - 2nd 371.00 28 0 10,388.00 1,154.223RD ST N LAVERNE AVE N CUL-DE-SAC Hunter's Crossing 1st - 2nd 350.00 28 45 16,161.73 1,795.75LANGLY AVE N 4TH ST N 3RD ST N Hunter's Crossing 1st - 2nd 417.00 28 0 11,676.00 1,297.33KELVIN AVE N CSAH 14 KELVIN AVE CT 2016 Street Imp 1,275.00 20 0 25,500.00 2,833.33KELVIN AVE N KELVIN AVE CT CUL-DE-SAC 2016 Street Imp 532.00 20 47 17,579.78 1,953.31KIRKWOOD AVE N 50TH ST N CUL-DE-SAC 2016 Street Imp 1,922.00 22 45 48,645.73 5,405.0850TH ST N HILL TRAIL N HILL TRAIL N Lane's Demontreville Country Club968.00 23 0 22,264.00 2,473.7850TH ST N DEMONTREVILLE TRAIL HILL TRAIL N Lane's Demontreville Country Club345.00 22 0 7,590.00 843.33HILL TRL N 50TH ST N 50TH ST N Lane's Demontreville Country Club2,419.00 20 0 48,380.00 5,375.56HILL TRL N 50TH ST N CUL-DE-SAC Lane's Demontreville Country Club1,849.00 18 25 35,245.50 3,916.17HILLTOP AVE N HIGHLANDS TRAIL N CUL-DE-SAC Demontreville Highlands 4th 605.00 30 45 24,511.73 2,723.53HILLTOP AVE N 50TH ST N HIGHLANDS TRAIL Demontreville Highlands 4th 2,043.00 30 0 61,290.00 6,810.00TOTALS 1,117,440.00 124,160.00Street Segment From To DevelopmentLength Width CDS Area (SF) Area (SY)80TH ST S NEAL AVE S 80TH ST CT S 1,146.00 24 0 27,504.00 3,056.0080TH ST S 80TH ST CT S OAKGREEN AVE S 4,186.00 24 0 100,464.00 11,162.67MAYCREST AVE S 1,385 FT N OF 131ST ST CIR S 131ST ST CIR S 1,385.00 26 0 36,010.00 4,001.11MAYCREST AVE S 131ST ST CIR N 131ST ST CT S 199.00 25 0 4,975.00 552.78NEAL AVE S 80TH ST S 90TH ST S 5,253.00 24 0 126,072.00 14,008.00TOTALS 295,030.00 32,780.562020 CRACK SEAL PROJECT - LAKE ELMO2020 CRACK SEAL PROJECT - DENMARK TOWNSHIP