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HomeMy WebLinkAbout#14 - 2021 Crack Seal Project STAFF REPORT DATE: July 6, 2021 CONSENT AGENDA ITEM: Accept Quotes and Award Contract for the 2021 Crack Seal Project SUBMITTED BY: Jack Griffin, City Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Mike Rusenovich, Project Engineer ISSUE BEFORE COUNCIL: Should the City Council accept quotes and award a construction contract for the 2021 Crack Seal Project? BACKGROUND: In accordance with the city’s annual street maintenance program, certain streets and trails have been scheduled to be crack sealed in 2021. See attached Location Map. Best pavement management practices recommend that pavements be cracked sealed on a regular basis to extend the pavement service life. Sealing cracks prevents oxidation, erosion and water penetration that leads to future damage and an accelerated deterioration of the pavement surface. Crack sealing is also completed in advance of a seal coat treatment, therefore, all streets scheduled for a seal coat treatment in 2021 are included in the crack seal work plan. The street maintenance work programmed in 2021 was reviewed jointly by Public Works and Engineering to confirm the work to be completed. PROPOSAL DETAILS/ANALYSIS: Quotes were solicited from 5 qualified contractors and 3 quotes were received on June 23, 2021. Asphalt Surface Technologies Corporation submitted the lowest quote of $40,260.00. See attached tabulation for a breakdown of the quotes received. The work is required to be completed by August 21, 2021. FISCAL IMPACT: Total contract to be authorized is $40,260.00 and total estimated project cost with engineering is $45,260.00. The project costs related to crack sealing public streets, $37,660.00, are funded through the city’s annual street maintenance budget. The project costs related to crack sealing public trails, $7,600.00, are funded through the city’s Park Contracted Services Fund. RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, accepting the quote and awarding a construction contract to Asphalt Surface Technologies Corporation. in the amount of $40,260.00 for the 2021 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 Asphalt Surface Technologies Corporation in the amount of $40,260.00 for the 2021 Crack Seal Project.” ATTACHMENTS: 1. Tabulation of Crack Seal Quotes. 2. 2021 Crack Seal Project Construction Contract. TABULATION OF QUOTES2021 CRACK SEAL PROJECTCITY OF LAKE ELMO, MINNESOTAPROJECT NO. 2021.109 QUOTES RECEIVED BY: JUNE 23, AT END OF DAYITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTALNO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1LAKE ELMO: ROUT AND SEAL CRACKS1 LS $40,260.00 $40,260.00 $114,228.58 $114,228.58 $145,071.00 $145,071.00TOTAL $40,260.00 $114,228.58 $145,071.00 $0.00 $0.00Gopher State Asphalt Surface Technologies Fahrner Asphalt Sealers DID NOT SUBMIT DID NOT SUBMIT Allied Blacktop Company ACI Asphalt Contractors Project No. 2021.109Tabulation of Quotes for 2021 Crack Seal ProjectPage 1 Table of Contents for 2021 Crack Seal Project June, 2021 CITY OF LAKE ELMO, MINNESOTA 2021 CRACK SEAL PROJECT PROJECT NO. 2021.109 TABLE OF CONTENTS TITLE PAGES Cover & Table of Contents 1 Construction Contract 2 Quote Proposal 1 Location Map 1 Street List 1 Trail List 1 Trail Maps 13 Project No. 2021.109 General Conditions for 2021 Crack Seal Project Page 1 of 2 State of Minnesota Washington County CONSTRUCTION CONTRACT FOR THE 2021 CRACK SEAL PROJECT LAKE ELMO, MINNESOTA This Contract, made this ________ day of _________, by the City of Lake Elmo, Minnesota (herinafter called the “Owner”) and ___Asphalt Surface Technologies Corporation_____ (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 Street Location Map dated November 2020 and the trails shown on the attached Trail Maintenance Maps dated June 2020 through March 2021. [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 AUGUST 21, 2021. 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): ___$40,260.00___ Project No. 2021.109 General Conditions for 2021 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. 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CROIX SANCTUARY PARK EDENPARK PILOTPARK HAMMESPARK GOOSE LAKEPARK F Map Date: November 2020010.5 Miles Created By: Planning Department Street SegmentFrom To DevelopmentLength Width CDS Area (SF) Area (SY)39TH ST N MN TH 5 (STILLWATER BLVD) LAVERNE AVE N MSAS 1,589.00 28 0 44,492.00 4,943.5639TH ST N CSAH 17 (LAKE ELMO AVE) LAVERNE AVE N MSAS 845.00 28 0 23,660.00 2,628.89JAMLEY AVE N 28TH ST N 31ST ST N 2016 Street Imp Addendum 1 1,820.00 20 0 36,400.00 4,044.44HIGHLANDS TRL N HILLTOP AVE N DEMONTREVILLE TRL N 2016 Street Imp Addendum 1 1,350.00 32 0 43,200.00 4,800.007TH ST N 5TH ST N JAY AVE N Savona 1st - 3rd 913.00 23 0 20,999.00 2,333.227TH ST N JAY AVE N JUNIPER CT N Savona 1st - 3rd 266.00 23 0 6,118.00 679.787TH ST N JUNIPER CT N JAMES AVE N Savona 1st - 3rd 991.00 23 0 22,793.00 2,532.56JAY AVE N (EAST) 7TH ST N 5TH ST N Savona 1st - 3rd 318.00 16 0 5,088.00 565.33JAY AVE N (WEST) 7TH ST N 5TH ST N Savona 1st - 3rd 341.00 16 0 5,456.00 606.22JUNIPER AVE N NORTH LIMITS 7TH ST N Savona 1st - 3rd 388.00 23 0 8,924.00 991.56JUNIPER CT N 7TH ST N CUL-DE-SAC Savona 1st - 3rd 433.00 23 0 9,959.00 1,106.56JUNIPER CT N CUL-DE-SAC CUL-DE-SAC Savona 1st - 3rd 222.00 19 0 4,218.00 468.675TH ST N (WHEN SOUTH SIDE WIDER) (North) KEATS AVE (CSAH 19) NORTH SIDE WIDER Savona 1st - 3rd 326.00 15 0 4,890.00 543.335TH ST N (WHEN SOUTH SIDE WIDER) (South) KEATS AVE (CSAH 19) NORTH SIDE WIDER Savona 1st - 3rd 326.00 24 0 7,824.00 869.335TH ST N (WHEN NORTH SIDE WIDER) (North) SOUTH SIDE WIDER 7TH ST Savona 1st - 3rd 220.00 24 0 5,280.00 586.675TH ST N (WHEN NORTH SIDE WIDER) (South) SOUTH SIDE WIDER 7TH ST Savona 1st - 3rd 220.00 15 0 3,300.00 366.675TH ST N (WHEN SOUTH SIDE WIDER) (North) 7TH ST N NORTH SIDE WIDER Savona 1st - 3rd 401.00 15 0 6,015.00 668.335TH ST N (WHEN SOUTH SIDE WIDER) (South) 7TH ST N NORTH SIDE WIDER Savona 1st - 3rd 401.00 24 0 9,624.00 1,069.335TH ST N (WHEN NORTH SIDE WIDER) (North) SOUTH SIDE WIDER JAY AVE N Savona 1st - 3rd 403.00 36 0 14,508.00 1,612.005TH ST N (WHEN NORTH SIDE WIDER) (South) SOUTH SIDE WIDER JAY AVE N Savona 1st - 3rd 403.00 15 0 6,045.00 671.675TH ST N (WHEN SOUTH SIDE WIDER) (North) JAY AVE N NORTH SIDE WIDER Savona 1st - 3rd 420.00 15 0 6,300.00 700.005TH ST N (WHEN SOUTH SIDE WIDER) (South) JAY AVE N NORTH SIDE WIDER Savona 1st - 3rd 420.00 36 0 15,120.00 1,680.005TH ST N (WHEN NORTH SIDE WIDER) (North) SOUTH SIDE WIDER JUNCO RD N Savona 1st - 3rd 248.00 24 0 5,952.00 661.335TH ST N (WHEN NORTH SIDE WIDER) (South) SOUTH SIDE WIDER JUNCO RD N Savona 1st - 3rd 248.00 15 0 3,720.00 413.335TH ST N JUNCO RD N WEST END 3RD ADD Savona 1st - 3rd 941.00 51 0 47,991.00 5,332.33JAMES AVE N NORTH LIMITS 7TH ST N Savona 1st - 3rd 189.00 23 0 4,347.00 483.00JAMES AVE N 7TH ST N JUNCO RD N Savona 1st - 3rd 308.00 23 0 7,084.00 787.11JAMES AVE N JUNCO RD N WEST LIMITS Savona 1st - 3rd 341.00 23 0 7,843.00 871.44JUNCO RD N JAMES AVE N 5TH ST N Savona 1st - 3rd 922.00 23 0 21,206.00 2,356.22JUNCO RD N JUNCO RD N JUNCO RD N Savona 1st - 3rd 260.00 23 0 5,980.00 664.446TH ST LN N JAMES AVE N WEST END 3RD ADD Savona 1st - 3rd 814.00 23 0 18,722.00 2,080.225TH ST LN N 5TH ST N SPLIT Savona 1st - 3rd 1,347.00 23 0 30,981.00 3,442.335TH ST LN N SPLIT 5TH ST N Savona 1st - 3rd 170.00 32 0 5,440.00 604.4440TH ST N LADY SLIPPER RD N WILDFLOWER DR N Village Preserve 1st - 2nd 406.00 24 0 9,744.00 1,082.6741ST ST N (North) LAKE ELMO AVE (CSAH 17) LADY SLIPPER RD N Village Preserve 1st - 2nd 219.00 14 0 3,066.00 340.6741ST ST N (South) LAKE ELMO AVE (CSAH 17) LADY SLIPPER RD N Village Preserve 1st - 2nd 219.00 14 0 3,066.00 340.6741ST ST CIR N LADY SLIPPER RD N CUL-DE-SAC Village Preserve 1st - 2nd 406.00 23 45 15,699.73 1,744.41LADY SLIPPER CT N LADY SLIPPER RD N CUL-DE-SAC Village Preserve 1st - 2nd 124.00 23 45 9,213.73 1,023.75LADY SLIPPER RD N 41ST ST N LADY SLIPPER CT N Village Preserve 1st - 2nd 366.00 24 0 8,784.00 976.00LADY SLIPPER RD N 41ST ST N 40TH ST N Village Preserve 1st - 2nd 1,002.00 24 0 24,048.00 2,672.00UPPER 42ND ST N LADY SLIPPER CT N LAVERNE CIR N Village Preserve 1st - 2nd 720.00 23 0 16,560.00 1,840.00LAVERNE CIR N UPPER 42ND ST N CUL-DE-SAC Village Preserve 1st - 2nd 77.00 23 45 8,132.73 903.64LAVERENE AVE N LAVERNE CIR N 40TH ST N Village Preserve 1st - 2nd 865.00 23 0 19,895.00 2,210.56IRONWOOD TRL N INWOOD AVE IRISH AVE Tablyn Park 340.00 22 0 7,480.00 831.11IRONWOOD TRL N IRISH AVE 27TH ST N Tablyn Park 1,363.00 23 0 31,349.00 3,483.22IRISH AVE N IRONWOOD TRAIL 27TH ST N Tablyn Park 638.00 21 0 13,398.00 1,488.6727TH ST N IRONWOOD TR N CUL-DE-SAC Tablyn Park 1,140.00 32 44 42,562.12 4,729.1227TH ST N INWOOD AVE IRONWOOD TRAIL Tablyn Park 1,088.00 22 0 23,936.00 2,659.5627TH STREET CT N 27TH ST N CUL-DE-SAC Tablyn Park 539.00 31 44 22,791.12 2,532.3527Th St CT N CUL-DE-SAC CUL-DE-SAC Tablyn Park 205.00 27 0 5,535.00 615.0028TH ST N IRONWOOD TR N IRISH AVE Tablyn Park 683.00 22 0 15,026.00 1,669.5657TH ST (North) LAKE ELMO AVE (CSAH 17) 57TH ST COVE Discover Crossing 132.00 12 0 1,584.00 176.0057TH ST (South) LAKE ELMO AVE (CSAH 17) 57TH ST COVE Discover Crossing 134.00 22 0 2,948.00 327.5657TH ST (North Side) 57TH ST COVE BOULEVARD Discover Crossing 185.00 13 0 2,405.00 267.2257TH ST (South Side) 57TH ST COVE BOULEVARD Discover Crossing 159.00 14 0 2,226.00 247.3357TH ST BOULEVARD SPLIT (EAST END) Discover Crossing 613.00 23 0 14,099.00 1,566.5657TH ST SPLIT (EAST END) NORTH SIDE SPLIT (WEST END) NORTH SIDE Discover Crossing 268.00 16 0 4,288.00 476.442021 CRACK SEAL PROJECT - LAKE ELMO 57TH ST SPLIT (EAST END) SOUTH SIDE SPLIT (WEST END) SOUTH SIDE Discover Crossing 350.00 17 0 5,950.00 661.1157TH ST SPLIT (WEST END) 57TH ST CIRCLE Discover Crossing 371.00 23 0 8,533.00 948.1157TH ST 57TH ST CIRCLE STUB Discover Crossing 613.00 23 0 14,099.00 1,566.5657TH ST CIR 57TH ST CUL-DE-SAC Discover Crossing 525.00 23 32 15,291.99 1,699.1157TH ST CIR CUL-DE-SAC CUL-DE-SAC Discover Crossing 387.00 20 0 7,740.00 860.0057TH ST COVE 57TH ST NORTH END Discover Crossing 397.00 22 0 8,734.00 970.443RD STREET PL N LAKE ELMO AVE (CSAH 17) EAST END ISLAND The Forest 448.00 25 0 11,200.00 1,244.443RD STREET PL N EAST END ISLAND (NORTH) WEST END ISLAND (NORTH) The Forest 572.00 18 0 10,296.00 1,144.003RD STREET PL N EAST END ISLAND (SOUTH) WEST END ISLAND (SOUTH) The Forest 610.00 18 0 10,980.00 1,220.003RD STREET PL N NORTH END ISLAND SOUTH END ISLAND The Forest 73.00 26 0 1,898.00 210.893RD STREET PL N WEST END ISLAND CUL-DE-SAC The Forest 570.00 25 0 14,250.00 1,583.333RD STREET PL N CUL-DE-SAC CUL-DE-SAC The Forest 245.00 20 0 4,900.00 544.4442ND ST N JAMACA AVE IVY CT N Collector 347.00 32 0 11,104.00 1,233.7842ND ST N IRVIN CIRCLE N ISLE AVE N Collector 503.00 32 0 16,096.00 1,788.4442ND ST N IRISH CT N IRVIN CIRCLE N Collector 703.00 32 0 22,496.00 2,499.5642ND ST N IVY COURT N ISLE AVE N Collector 836.00 32 0 26,752.00 2,972.4421ST ST N MANNING TRAIL WEST CUL-DE-SAC Eden Park 2nd 543.00 31 45 23,194.73 2,577.1956TH ST LILY AVE LINDEN TR St. Croix Sanctuary 1,326.00 23 0 30,498.00 3,388.6758TH ST LILY AVE STUB St. Croix Sanctuary 214.00 23 0 4,922.00 546.8958TH ST 58TH ST CT LILY AVE St. Croix Sanctuary 184.00 23 0 4,232.00 470.2258TH ST LINDEN AVE 58TH ST CT St. Croix Sanctuary 2,013.00 23 0 46,299.00 5,144.3358TH ST CT 58TH ST CUL-DE-SAC St. Croix Sanctuary 215.00 23 0 4,945.00 549.4458TH ST CT CUL-DE-SAC CUL-DE-SAC St. Croix Sanctuary 302.00 19 0 5,738.00 637.56LILY AVE 58TH STREET 56TH STREET St. Croix Sanctuary 1,075.00 22 0 23,650.00 2,627.78LINDEN AVE N 58TH ST 56TH ST St. Croix Sanctuary 1,242.00 26 0 32,292.00 3,588.00LINDEN AVE N MANNING SPLIT St. Croix Sanctuary 103.00 36 0 3,708.00 412.00LINDEN AVE (SPLIT N) E END SPLIT W END SPLIT St. Croix Sanctuary 334.00 16 0 5,344.00 593.78LINDEN AVE (SPLIT S) E END SPLIT W END SPLIT St. Croix Sanctuary 347.00 16 0 5,552.00 616.89LINDEN AVE N SPLIT 58TH ST St. Croix Sanctuary 501.00 26 0 13,026.00 1,447.33LINDEN AVE N 56TH ST STUB St. Croix Sanctuary 248.00 26 0 6,448.00 716.44HUDSON BLVD (SPLIT N) INWOOD AVE E END ISLAND MSAS 286.00 50 0 14,300.00 1,588.89HUDSON BLVD (SPLIT S) INWOOD AVE E END ISLAND MSAS 286.00 24 0 6,864.00 762.67HUDSON BLVD E END ISLAND Eagle Point Boulevard MSAS 842.00 64 0 53,888.00 5,987.56HUDSON BLVD 1050 ft east of Eagle Pt. Blvd Julia Avenue MSAS 3,700.00 36 0 133,200.00 14,800.00HUDSON BLVD 1350 ft east of Julia Avenue CSAH 19 (Keats Avenue) MSAS 667.00 36 0 24,012.00 2,668.00HUDSON BLVD Standard Width Kwik Trip Entrance MSAS 708.00 53 0 37,524.00 4,169.33HUDSON BLVD (TURN LANES WEST OF KEATS) Kwik Trip Entrance CSAH 19 (Keats Avenue) MSAS 223.00 64 0 14,272.00 1,585.78HUDSON BLVD (TURN LANES EAST OF KEATS) CSAH 19 (Keats Avenue) End of E Turn Lanes MSAS 234.00 53 0 12,402.00 1,378.00HUDSON BLVD End of E Turn Lanes Standard Width MSAS 623.00 45 0 28,035.00 3,115.00HUDSON BLVD CSAH 19 (Keats Avenue) CR 17 (Lake Elmo Avenue) MSAS 4,730.00 36 0 170,280.00 18,920.00HUDSON BLVD West PL 11260 Hudson Blvd East PL 11260 Hudson Blvd MSAS 1,380.00 36 0 49,680.00 5,520.00HUDSON BLVD East PL 11530 Hudson Blvd CSAH 15 (Manning Avenue) MSAS 2,199.00 36 0 79,164.00 8,796.00TOTALS 1,801,110.00 200,120.00PUBLIC TRAILS (SEE TRAIL LIST)TOTALS 441,240.00 49,030.00 TRAIL SEGMENT L (ft) W (ft) COMMENTS/NOTES Hidden Meadows 1,906 8.5 6 cracks Sanctuary at St. Croix 5,255 8.0 Carriage Station 1,800 8.0 ONLY the trails heading north ‐not the one paralelling 50th Street Tapestry 5,134 8.0 6 cracks Tablyn Park 659 6.5 7 cracks Farms of Lake Elmo 4,145 7.5 Brookman 5,125 8.5 Easton Village 1,710 8.0 two joints need crack fill Royal Golf Club 7,775 8.0 a few cracks only Hunters Crossing 2,146 9.5 3 cracks Savona 7,900 9.5 hand full of cracks only Boulder Ponds 4,490 10.0 7 cracks Inwood 7,110 8.5 7 cracks TOTALS 55,155 108.5 CITY OF LAKE ELMO ‐ 2021 TRAIL MAINTENANCE Hidden MeadowsWalking Trails µ 0 300150Feet Created By: Planning Department Map Date: June 2020 59th St N Kelvin Ave N36 Keats Ave NTrail Classification(s)Lake Elmo roads 1,906 feet of public sidewalkPublic walking trail Stillwater Blvd N0 500250FeetLily Ave N44th St N Little Bluestem Ln N 44th St Ln N 44th St N Little Bluestem Ln NLittle Bluestem Ln NLily Ave NLittle Bluestem Cir N µ Created By: Planning Department Map Date: June 2020 St.CroixWalking TrailsSouth Trail Classification(s) Private walking trailLake Elmo roads Public walking trail7,989 feet of private walking trail4,255 feet of public walking trail Carriage StationWalking Trails Created By: Planning DepartmentMap Date: June 2020 0 300150Feet µ 50th St N Stillwater Blvd NMarquess Tr Cir N Marquess Trail Ct N Trail Classification(s)Lake Elmo roadsPublic walking path3,200 feet of public walking trail µ0 450225Feet Created By: March 2021 45th St N Tapestry Rd. N. Tapestry B n d . N . Trail Classification(s) 5,281 ft. of Public Walking TrailPublic Walking Trail Private Walking Trail Tapestry At Charlotte's GroveWalking Trails Stillwater Blvd N 27th St Ct N Trail Classification(s) Public walking trailLake Elmo roads 659 feet of public walking trail Map Date: June 2020 µ0 200100Feet TablynWalking Trails µ0 510255Feet 31st St N Stillwater Blvd N Jonquil Ave NFarms of Lake ElmoWalking Trails Trail Classification(s) 2,819 ft, Public Walking Path Public Walking TrailPrivate Walking Trail Map Date: March 2021 Jonquil Trail NJonquil Ave.Res. 2005-071 & As-built Grading Plan BrookmanWalking Trails µ0 500250Feet Map Date: June 2020Created By: Planning DepartmentLake Elmo Ave N39th St N laverne Ave NWildflower DrTrail Classification(s)Lake Elmo roadsPublic walking trail5,125 feet of walking path EastonWalking Trails µ0 500250Feet Created By: Planning DepartmentMap Date: June 2020 Manning Ave N32nd St N Linden Ave NVillage Pkwy32nd St N 33rd St NLilia Ave NLinden Ln N 1,710 feet of public walking trail Trail Classification(s)Lake Elmo roadsPublic walking trail µ Created By: Planning Department Royal GolfWalking Trail 20th St N 12th St N Palmer Dr N Map Date: August 2020Annika Dr NAnnika Ave NMann ing T r a i l N 14th St N 0 1,000500Feet Trail Classification(s) 7,775 feet of public walking trail2,993 feet of future walking trail7,775 feet of public walking trail2,993 feet of future walking trail Public walking trailLake Elmo roads Future walking trail µ 5th St N 0 400200Feet Created By: Planning Department Map Created: June 2020 Hunters CrossingWalking Trails 4th St N Laverne Ave NLaverne Ave NLangly Ave3th St N 5th St N Trail Classification(s)Lake Elmo RoadsPublic walking Trail2,146 feet of walking trail µ 0 1,000500Feet Created By: Planning DepartmentMap Date: June 2020 Jay Ave NJunco Rd N7th St N 6th St Ln NJames Ave NJulianne Ave NLower 6th St N 6th St Ct Juniper Ct NKeats Ave N5th St Ln N 5th St Ln N5th St Ln N7th St NLower 8th St N June Ave N8th St N SavonaWalking Trails Trail Classification(s) Public walking trailLake Elmo roads 12,792 feet of public walking trail Boulder PondsWalking Trails Map Date: June 2020 Created By: Planning Department µ0 400200Feet 5th St N Jade Trail NJade Ct N Jade Way N Trail Classification(s) 4,490 feet of public walking path Lake Elmo roadsPublic walking path 5th St N 5th St N 10th St N Island TrailUpper 7th P l N Lower 8th Pl N 9th Pl NInwood Ave N5th St N Irving Cir N µ0 500250Feet Created By: Planning Department Map Date: June 2020 Trail Classification(s)Lake Elmo roadsPublic walking trail7,110 feet of walking trail InwoodWalking Trails