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HomeMy WebLinkAbout#12 - 2024 Striping Contract STAFF REPORT DATE: August 20, 2024 CONSENT AGENDA ITEM: Accept Quotes and Award Contract for the 2024 Striping Project SUBMITTED BY: Jack Griffin, City Engineer REVIEWED BY: Nicole Miller, City Administrator Clarissa Handler, Finance Director 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 2024 Striping Project? BACKGROUND: In accordance with the City’s annual street maintenance program, certain streets have been scheduled to be seal coated in 2024. Streets that have existing pavement markings must be restriped after the seal coat work is complete. See attached Location Map. The street maintenance work programmed in 2024 was reviewed jointly by Public Works and Engineering to confirm the work to be completed. PROPOSAL DETAILS/ANALYSIS: Quotes for striping were solicited from 3 qualified contractors and 1 quote was received on August 2, 2024. Sir Lines-A-Lot LLC submitted a quote of $19,124.74. See attached quote form. The striping work is required to be completed by October 30, 2024. FISCAL IMPACT: The total contract to be authorized for the striping contract is $19,124.74. The project costs are funded through the City’s annual street maintenance budget. With this contract award, the cumulative street maintenance projects remain within budget. RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, accepting the quotes and awarding a construction contract to Sir Lines-A-Lot, LLC in the amount of $19,124.74 for the 2024 Striping Project. If removed from the consent agenda, the recommended motion for this action is as follows: “Move to accept the quotes and award a Construction Contract to Sir Lines-A-Lot, LLC in the amount of $19,124.74 for the 2024 Striping Project.” ATTACHMENTS: 1. Sir Lines-A-Lot, LLC Striping Quote. 2. 2024 Striping Project Location Map. CITY OF LAKE ELMO Feet 0 2500 5000 2024 STREET STRIPING MAP LEGEND 2024 STRIPING 4. 50TH ST N 5. 50TH/KIMBRO AVE N 7. HUDSON BLVD 6. JULIA AVE N 1. HIGHLANDS TRAIL N 2. HIGHLANDS TRAIL N PARKING LOT 3. HYTRAIL AVE PARKING Table of Contents for 2024 Striping Project July, 2024 CITY OF LAKE ELMO, MINNESOTA 2024 STRIPING PROJECT PROJECT NO. 2024.108 TABLE OF CONTENTS TITLE PAGES Cover & Table of Contents 1 Construction Contract 2 Quote Form 1 Location Map 1 Street List & Striping Tabulation 1 Record Striping Plans Julia Ave N 2 50th Street N 2 50th & Kimbro Area 1 Highlands Trail N 2 Demontreville Highlands Parking Lot 1 Hytrail Ave N Parking Lot 1 Hudson Boulevard N West End (Keats Ave Intersection) 2 Hudson Boulevard N Center Striping 1 Hudson Boulevard N East End (Lake Elmo Ave Intersection) 1 Specifications: 3217 Pavement Markings 2 Project No. 2024.108 General Conditions for 2024 Striping Project Page 1 of 2 State of Minnesota Washington County CONSTRUCTION CONTRACT FOR THE 2024 STRIPING PROJECT LAKE ELMO, MINNESOTA This Contract, made this ______ day of ________ 2024, by the City of Lake Elmo, Minnesota (herinafter called the “Owner”) and ________________________ (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 place acrylic latex pavement markings for the City of Lake Elmo on the streets shown on the attached Location Map, dated July, 2024, and in accordance with the attached Street List and Striping Tabulation form dated July, 2024. All pavement markings shall be acrylic latex waterborne traffic marking paint with Drop-on Glass Beads. The Contractor shall provide all necessary traffic control in accordance with the MMUTCD. All work shall be in accordance with City of Lake Elmo Specifications, Section 3217 Pavement Markings and applicable MnDOT “Standard Specifications for Construction (2020 Edition)”. Placement of pavement materials shall be permitted only on a clean, dry pavement surface and air and pavement temperatures must be at least 50 degrees F. Markings shall not be applied when the wind or other conditions cause a film of dust to be deposited on the pavement surface before the material can be applied. Permanent pavement markings shall not be placed over temporary tape markings. All pavement markings not conforming to the requirements of the Contract shall be removed and replaced or otherwise repaired to the satisfaction of the Engineer. Removal of unacceptable work shall be accomplished with suitable blasting or grinding equipment unless other means are authorized by the Engineer. The Contractor will be paid per Linear Foot for line markings and per Each for symbols 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 OCTOBER 30, 2024. 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): $____________ Project No. 2024.108 General Conditions for 2024 Striping 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. CITY OF LAKE ELMO Feet 0 2500 5000 2024 STREET STRIPING MAP LEGEND 2024 STRIPING 4. 50TH ST N 5. 50TH/KIMBRO AVE N 7. HUDSON BLVD 6. JULIA AVE N 1. HIGHLANDS TRAIL N 2. HIGHLANDS TRAIL N PARKING LOT 3. HYTRAIL AVE PARKING CITY OF LAKE ELMO, MINNESOTA2024 STRIPING PROJECTPROJECT NO. 2024.108Street FROM: TO: Single White (LF) Broken Yellow (LF) Single Yellow (LF) Double Yellow (LF)24" Stop Bar / 24" Hatching (LF)12" Crosswalk Striping (LF)ADA Symbol (EA)Notes1HIGHLANDS TRL NDemontreville Trl NTH 36 6255 3066 No Turn Arrows2HIGHLANDS TRL PARKING LOT6342 Note ADA Symbols and Hatched Stall3HYTRAIL AVE PARKING LOT150Stall Striping Only450TH ST N Lake Elmo Ave NStillwater Blvd N (CSAH 15)120 4428 5762 442 Turn Arrows protected during construction (East end)550TH / KIMBRO Lake Elmo Ave N 47th St N 7502 3426 1068 325 No Turn Arrows6JULIA AVE N 5th St N Hudson Blvd N 1054 1480 101 6 Turn Arrows protected during construction7HUDSON AVE N Keats Ave NLake Elmo Ave N7816 2637 1509 4019 353 5 turn arrows protected during constructionSum (LF): 22,477 11,545 9,819 7,410 397 101 2LF SINGLE WHITE LF BROKEN YELLOW LF SINGLE YELLOW LF DOUBLE YELLOW LF STOP BAR LF XWALK ADA SYMBOLSSTREET LIST AND STRIPING TABULATION 11+00 12+00 13+00PC: 10+65.31972.30971.44971.66971.08971.71971.90972.00971.98972.35972.18972.42972.90972.58972.81973.13972.71972.96973.18973.05973.22973.49974.00973.32973.78973.26973.11973.06973.01972.83973.28973.14973.03972.92972.51972.75972.87972.90972.65973.18972.89972.50972.27972.68972.52972.21972.09972.00971.99971.90972.13971.93971.90971.55971.66971.78971.90972.02972.36971.80970.79971.79971.76971.66971.88970.14970.35971.71971.88BITBITBIT972.69972.32972.27972.28972.42972.09971.75971.69971.38971.39971.14970.93971.08971.52973.39972.85972.90973.45974.78974.93974.32973.58972.95972.50972.22971.99972.37972.33972.57972.16971.55971.37971.78971.84971.29972.30971.78968.78968.82969.03969.10968.85969.08970.08969.70971.46972.10971.21971.97972.36970.98971.18971.48971.65971.86971.95972.45972.32972.00971.86971.84972.56972.77972.97973.12G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-CG-C G-C G-C G-C G-C G-C G-C G-C G-C G-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C E-C DROP CURB FOR TRAIL 4SW 971.49 972.93 972.21 973.68 WHITE PAVEMENT MARKING Demontreville Park 1.5% 1.5% 1.2% 1.2%1.5%1.0%2.2%1. 5 6 % 3.0%3.0%2.0%2.0%1.4%0.8%3.4%3.9% PROPOSED CURB CUT FOR RAIN GARDEN PER DETAIL. FINAL CURB LOCATION TO BE STAKED BY ENGINEER. RAIN GARDEN BY OTHERS (TYP.) 171'20'20'20'10' 3.7%>>>>>>>>>>>EX. INV. 967.88 90 LF DITCH GRADING (GRADE TO DRAIN @ 2.68%) SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFPRINT NAME:SIGNATURE:DATE:LIC. NO.©STANTEC 2012 www.stantec.com 2335 Highway 36 W St. Paul, MN 55113 Ph: 651-636-4600 Fax: 651-636-1311 REVISION V:\1938\active\193801373\CAD\Dwg\193801373C609.dwg 6/7/2012 11:55:49 AMLAKE ELMO, MINNESOTA2012 STREET AND WATER QUALITY IMPROVEMENTS193801373 C6.09 PARKING LOT IMPROVEMENTSDEMONTREVILLE PARKMRW MRW CDSPROFESSIONAL ENGINEERMINNESOTA .CHARLES D. SCHWARTZ6/5/201225765DEMONTREVILLE PARK PARKING LOT 10 200 Horizontal Scale In Feet PAVEMENT MARKING LEGEND A SIZE IN INCHES B Solid,Broken,Double,Dotted C COLOR (White,Yellow) LATEX PAINT NOTE: CURB ELELVATIONS ARE SET TO FLOW LINE FOR STRIPING REFERENCE ONLY Hytrail Ave Parking Lot: Six 4” SW stripes at 25 Ō long DAY11165112551131111421114911149149384964FSC HOALANDUCCI11658LANDUCCI1143407SHEET NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:LIC. NO: REV NO.REVISIONFeet01002002021 MILL AND OVERLAY PROJECT 50TH ST N STRIPING PLAN CITY OF LAKE ELMO, MINNESOTA NOTES:1.EPOXY RESIN AND DROP-ONGLASS BEADS FOR ALL PAVEMENTMARKINGS, EXCEPT PAVEMENTSYMBOLS, SHALL MEET THEREQUIREMENTS OF MnDOT"SPECIFICATIONS FORCONSTRUCTION, 2018 EDITION"2.ALL PAVEMENT MARKINGSYMBOLS SHALL BE GROUND INPREFORMED THERMOPLASTICPAVEMENT MATERIAL4" SOLID YELLOW4" BROKEN YELLOW4" BROKEN YELLOW4" BROKEN YELLOW4" SOLID YELLOW4" BROKEN YELLOWLILY AVE N 4" BROKEN YELLOW4" BROKEN YELLOW4" SOLID YELLOW24" STOP BARMICHAEL RUSENOVICH, P.E. 58717JANUARY 19, 2021 FSC HOA118254996WHITCOMBLANDUCCIFSC HOAENGSTROM1197550635057ENGSTROM121761197508SHEET NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:LIC. NO: REV NO.REVISIONFeet0100200 CITY OF LAKE ELMO, MINNESOTA NOTES:1.EPOXY RESIN AND DROP-ONGLASS BEADS FOR ALL PAVEMENTMARKINGS, EXCEPT PAVEMENTSYMBOLS, SHALL MEET THEREQUIREMENTS OF MnDOT"SPECIFICATIONS FORCONSTRUCTION, 2018 EDITION"2.ALL PAVEMENT MARKINGSYMBOLS SHALL BE GROUND INPREFORMED THERMOPLASTICPAVEMENT MATERIAL4" SOLID YELLOW4" BROKEN YELLOW4" SOLID YELLOWDOUBLE SOLID YELLOW4" SOLID YELLOW4" SOLID YELLOW4" SOLID YELLOWDOUBLE SOLID YELLOW4" SOLID WHITERIGHT TURN ARROWLEFT TURN ARROWSTRIPING SCHEDULE - 50TH ST NTYPEUNITQUANTITY4" BROKEN YELLOWLF44284" SOLID YELLOWLF57624" SOLID WHITELF120TURN ARROWEA2STOP BAREA22021 MILL AND OVERLAY PROJECT 50TH ST N STRIPING PLAN24" STOP BARMICHAEL RUSENOVICH, P.E. 58717JANUARY 19, 2021 STRIPING PLAN FIGURE NO. 1 50TH STREET N AND KIMBRO AVE N 50TH ST N KIMBRO AVE NKIRKWOOD AVE NNORTH SIDE DASHED DOUBLE YELLOW CENTERLINE FOG LINES 323 LF DASHED CENTERLINE FOG LINES 1760 LF SOUTH SIDE DASHED DOUBLE YELLOW CENTERLINE FOG LINES 328 LF DOUBLE YELLOW CENTERLINE FOG LINES 325 LF WEST SIDE DASHED DOUBLE YELLOW CENTERLINE FOG LINES 417 LF DASHED CENTERLINE FOG LINES 598 LF LAKE ELMO AVE N47TH STREET N 10+22.910+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+000+001+002+003+004+00B20EBLDG 4BFFE=1007.60GFE=1007.27B20EBLDG 3AFFE=1007.50GFE=1007.176GS-2 GFE=1006.17 ADADS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDSDSDS DS DS DS DSDSDSDSDSDSDSPERMANENT 30' UTILITY EASEMENTPERMANENT 30' UTILITY EASEMENTPROPOSEDTEMPORARYGRADINGEASEMENT14'38'70'70'PROPOSEDTEMPORARYGRADINGEASEMENTPROPOSEDTEMPORARYGRADINGEASEMENTFES 01IE=1012.2254 LF - 12"CMP @ 0.50%12131213.813.812SCALE IN FEET 0 10050 NORTH Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Registration No.Date:03/23/202050475 Eric T. Luth 4/12/2019 CITY SUBMITTAL 5/1/2019 CITY SUBMITTAL 6/11/2019 BID SET 7/26/2019 CITY SUBMITTAL 7/30/2019 STORM SEWER UPDATE 8/14/2019 VBWD COMMENTS 8/19/2019 CITY SUBMITTAL 9/18/2019 VBWD COMMENTS 9/26/2019 CITY SUBMITTAL 10/3/2019 VBWD & DLI COMMENTS 11/26/2019 CITY SUBMITTAL 12/11/2019 CITY SUBMITTAL 01/16/2020 CITY SUBMITTAL 01/29/2020 CITY SUBMITTAL 02/12/2020 CITY SUBMITTAL 02/26/2020 CITY SUBMITTAL 03/23/2020 CONSTRUCTION DOCUMENTS A 04/20/2020 ADDITIONAL SMALL UTILITIES B 08/05/2020 CONSTRUCTION DOCUMENTS 10/13/2020 RECORD PLANS C 10/21/2020 STORM SEWER ADJUSTMENTS D 08/09/2021 MISC. PLAN REVISIONS CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH JEB CJL ETL CONSTRUCITON 03/23/2020 21654 D Aug 09, 2021 - 2:51pm - User:aselland L:\PROJECTS\21654\CAD\Civil\Sheets\21654-C10-SIGN&STRIPE.dwg C8.12 SIGNING, LIGHTING & PAVEMENT MARKING THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. JULIA AVENUE NORTH SEE PULTE PLANS SEE PULTE PLANS SEE SITE PLAN 4SYSTOP1 NOTES: 1)UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON THE SIGNING AND STRIPING SHEETS. 2)LOCATE ALL EXISTING UNDERGROUND UTILITIES LIGHTING WIRES PRIOR TO SIGN INSTALLATION. POLY-PREFORM--- COLOR W=WHITE Y=YELLOW PATTERN S=SOLID B=BROKEN D=DOUBLE T=DASHED LINE WIDTH 4=4" STRIPING KEY 24=24" LEGEND 1 FURNISH AND INSTALL RIGHT TURN ARROW (PREFORMED THERMOPLASTIC, GROUND-IN) LEFT TURN ARROW (PREFORMED THERMOPLASTIC, GROUND-IN) R8-3A1 R3-9B1 R3-8AA 4TY 4SY 4TY 12 SW CL Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Book / Page: Phase:Initial Issue: Client I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Registration No.Date:03/23/202050475 Eric T. Luth 4/12/2019 CITY SUBMITTAL 5/1/2019 CITY SUBMITTAL 6/11/2019 BID SET 7/26/2019 CITY SUBMITTAL 7/30/2019 STORM SEWER UPDATE 8/14/2019 VBWD COMMENTS 8/19/2019 CITY SUBMITTAL 9/18/2019 VBWD COMMENTS 9/26/2019 CITY SUBMITTAL 10/3/2019 VBWD & DLI COMMENTS 11/26/2019 CITY SUBMITTAL 12/11/2019 CITY SUBMITTAL 01/16/2020 CITY SUBMITTAL 01/29/2020 CITY SUBMITTAL 02/12/2020 CITY SUBMITTAL 02/26/2020 CITY SUBMITTAL 03/23/2020 CONSTRUCTION DOCUMENTS A 04/20/2020 ADDITIONAL SMALL UTILITIES B 08/05/2020 CONSTRUCTION DOCUMENTS 10/13/2020 RECORD PLANS C 10/21/2020 STORM SEWER ADJUSTMENTS D 08/09/2021 MISC. PLAN REVISIONS CONTINENTAL 483 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 SPRINGS AT LAKE ELMO LAKE ELMO, MINNESOTA 9955 HUDSON BOULEVARD NORTH JEB CJL ETL CONSTRUCITON 03/23/2020 21654 D TRADITIONAL COLONIAL LED TYPE B 4000 LUMENS (BLACK) WITH 15' WASHINGTON FLUTED BLACK ALUMINUM POLE R1-11 R8-3A1 R8-3A1 R8-3A1 Julia Ave N Hudson Blvd N XCEL EVANS FIXTURE (BLACK) WITH 25' FLUTED BLACK ALUMINUM POLE JUNCO RD N5TH STREET N6TH STREETLANE NORTH OUTLOT BHOA OWNEDD&U OVER ENTIREOUTLOT BOUTLOT AHOA OWNEDD&U EASEMENT OVERENTIRE OUTLOT AOUTLOT CHOA OWNEDD&U EASEMENT OVERENTIRE OUTLOT C4TH ST . N .JUNCO RD. N.JUNCO RD. N.4TH ST . N .DOG PARKINFILTRATION BASIN EASTHWL 996.434TH STREET LN NJULIA AVE. N.4TH ST. N.4TH ST . N . BLOCK 1234561 BLOCK 21234BLOCK 3234561BLOCK 423451BLOCK 5234561BLOCK 6234561BLOCK 71234BLOCK 8234561BLOCK 9234561BLOCK 101234BLOCK 111234BLOCK 1223 451OUTLOT DHOA OWNEDD&U OVER ENTIREOUTLOT DOUTLOT H1 BLOC K 1 2 3 4 5 6 B LO C K 2 1 2 3 4 5 6 BLOCK 312345BLOCK 412345BLOCK 51234BLOCK 61234BLOCK 712345BLOCK 8 1 2 3 4 5 BLOCK 9 1 2 3 4 5 BLOCK 1 0 1 2 3 4 B L O C K 1 112 3 4BLOCK 12 1 2 3 4 5 6BLO C K 1 3 1 2 3 4 5 6 B LO C K 1 4 1 2 3 4 5 6 OUT LO T AHOA OWN ED OUTLOT BHOA OWNEDOUTLOT CHOA OWNED UNION PARK - PHASE 1 CONSTRUCTION DOCUMENTS FINAL SITE, LIGHTING, PAVEMENT MARKING, AND SIGNAGE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: RECORD DRAWINGEnebak Construction Company16972 Brandjen Farm DriveLakeville, MN 55044Prepared by: Dave LyonsFebruary 7, 2023City Project # 2018.131Construction Completion Date: Sept. 29, 2022 STRIPING PLANFIGURE NO. 2HUDSON BLVD STRIPINGHUDSON BLVD NKEATS AVE N (CSAH 19)DOUBLE YELLOW CENTERLINEFOG LINES522 LFNORTH SIDE DASHEDDOUBLE YELLOW CENTERLINEFOG LINES888 LFDASHED CENTERLINEFOG LINES1128 LFWEST END STRIPINGSEE PLANSSOUTH SIDE DASHEDDOUBLE YELLOW CENTERLINEFOG LINES621 LFDOUBLE YELLOW CENTERLINEFOG LINES675 LFLAKE ELMO AVE N (CSAH 17)EAST END STRIPINGSEE PLANS3RD ST PLACE N 4DY 4SW 4SW 4TW 24SY GWGW GW GW GW+33+988' FUTURE SU-PATH 12 ' THRU 12 ' THRU PAINTED MEDIAN STA. 42+00.00 HUDSON BLVD END SAP 206-120-001 { HUDSON BLVDR-202R-20144C-3011C-3101C-2025STA 34+75 LT INSTALL SIGN SALVAGED FROM1C-3025C-30940 SHEET OF DRAWN BY DESIGNED BY CHECKED BY NO DATE BY CKD APPR REVISION License #Date Print Name: the laws of the State of Minnesota. that I am a duly Licensed Professional Engineer under was prepared by me or under my direct supervision and I hereby certify that this plan, specification, or report P:\County\MN\Washington\18317110\Hudson - SAP 082-619-028\CAD\Design\Plans\14_STP\cd619028_stp03.dgn3/22/20197:26:00 AMryansundbergSHEET OF STATE AID PROJECT NO. 50 SCALE IN FEET HUDSON BLVD. PLANS SIGNING AND STRIPINGRRS CJH 54573 RYAN R. SUNDBERG 3 3 (CSAH 19) CITY OF LAKE ELMO 1 3 4 5 INSTALL REMOVE SIGN TYPE C SALVAGE F & I NOTES: 082-619-028 206-120-001 JFC 67 67 03/22/2019 1:40 TAPER 1:5 TAPER TIE INTO EXISTING STRIPINGCOUNTY 19WASHINGTONJCT40SPEEDLIMIT50JCTCOUNTY 19WASHINGTONKEEP OFFINFILTRATIONAREAMATCHLI NE - STA 3 6 +0 0. 0 0 Record Drawing Number -2373-2473 City Project Number - 2017.154 Project Completion Date - 10/07/2019 City Inspector - Shane Olson, Focus Engineering General Contractor - Max Steininger Record Drawing Number - 2439 City Project Number - 2017.154 Project Completion Date - 10/09/2019 City Inspector - Shane Olson, Focus Engineering General Contractor - Max Steininger Record Plan Revision Date - 04/23/2020 HU D SON BLV D. HUDSON BLVD.CSAH 19 NB (KEATS AVE. N)(KEATS AVE. N)CSAH 19 SBPERIMETER 30 FT REM 35 SF AREA 15 SF AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'PERIMETER 30 FTREM 35 SFAREA 15 SFAREA = 15 SQ' REM = 48 SQ 'PERIMETER = 30 ' 4SW 4SW 4DY 4TY 4TW 4SW4DY 24SY 4SY GW GW GW GW GW GW GWGW AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '1:10 TAPER +32SW GW SW GW SW GW SW GW13' X 150' LTL 12' X 150' RTL 13 ' X 280 ' LTL 12 ' X 175 ' RTL 12 ' THRU 12 ' THRU 12' THRU 18' THRU 10' PAVED SHLD 6' FUTURE S/W 8 ' FUTURE SU-PATH 8' SU-PATH { HUDSON BLVD C -205R-205R-204C-207C-204C-208C-209C -210C-208 C-211 R-206R-205C-202C-206C-306C-306331443343333143 33555515 515 3 5566C-305 1 INTERSECTION WITH HUDSON BLVD RELOCATE 600' NORTH OF C-202STA 27+00 LT PLACE SALVAGED SIGN AT 55C-309C-309STA 34+75 LT PLACE SALVAGED SIGN ATC-3041FOR ADDITIONAL SIGNS MAST ARM SIGNING SEE SIGNAL PLANS, 617R-203C-3074C-308C-3085C-309DELINEATOR REMOVE DELINEATOR REMOVE 883 5 C-20430 3 5 SHEET OF DRAWN BY DESIGNED BY CHECKED BY NO DATE BY CKD APPR REVISION License #Date Print Name: the laws of the State of Minnesota. that I am a duly Licensed Professional Engineer under was prepared by me or under my direct supervision and I hereby certify that this plan, specification, or report P:\County\MN\Washington\18317110\Hudson - SAP 082-619-028\CAD\Design\Plans\14_STP\cd619028_stp02.dgn3/22/20197:26:00 AMryansundbergSHEET OF STATE AID PROJECT NO. 50 SCALE IN FEET 1 2 3 4 5 6 7 SIGNAL POLE INSTALL ON SIGN C-211 SALVAGED MOUNT BENEATH TO BACK MOUNT BACK INSTALL REMOVE SIGN TYPE C SALVAGE INPLACE F & I NOTES: 8 HUDSON BLVD. PLANS SIGNING AND STRIPINGRRS CJH 54573 RYAN R. SUNDBERG 2 3 (CSAH 19) CITY OF LAKE ELMO 082-619-028 206-120-001 JFC 67 66 03/22/2019 ONLYONLYONLYONLYONLYONLYSTOPDO NOTENTERWAYONEONEWAYHIGHWAYDIVIDEDSTOPCOUNTY 19WASHINGTONDO NOTENTERHIGHWAYDIVIDEDSTOPWAYONED O N O T E N T E R WAY ONE SPEEDLIMIT50SPEEDLIMIT50K EEP O FFI N FILTRA TIO N A R EAKEEP OFFINFILTRATIONAREACOUNTY 19 WASHINGTON KEEP OFFINFILTRATIONAREABIKE ROUTEHUDSONBLVDBIKE ROUTEHUDSONBLVDMATCHLINE - STA 36+00.00MAT CHLI NE - S T A 2 9 + 0 0. 0 0 Record Drawing Number -2373-2473 City Project Number - 2017.154 Project Completion Date - 10/07/2019 City Inspector - Shane Olson, Focus Engineering General Contractor - Max Steininger Record Drawing Number - 2438 City Project Number - 2017.154 Project Completion Date - 10/09/2019 City Inspector - Shane Olson, Focus Engineering General Contractor - Max Steininger Record Plan Revision Date - 04/23/2020 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKE ELMO - INDUSTRIAL\3 Design\CAD\_Record Plan CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg November 30, 2023 - 2:53pm©BYREVISIONSNo.DATERECORD DRAWINGS08/28/23JJN12RECORD DRAWING REVISIONS10/30/23JJN3RECORD DRAWING REVISIONS11/30/23JJNPREPARED FORHUDSON BLVDSIGNING &STRIPING PLANC705CROSSROADS EAST - HUDSONBLVD IMPROVEMENTSLAKE ELMOMNNORTH LAUNCH PROPERTIES/CROSSROADS PROPERTIESDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16073401611/30/2021AS SHOWNMJKMJKJAHDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.JOEL A. HINNENKAMP, P.E.11/30/202153081N O R T H NORTH 1) HALF-TONED INFORMATION INCLUDING, BUT NOT LIMITED TO, UTILITY LOCATIONS AND ELEVATIONS SHOWN HEREON, IS PROPOSED PER THE IMPROVEMENT PLANS. 2) DESIGN INFORMATION THAT IS CROSSED OUT AND REPLACED WITH RED-TONED DATA REFLECTS THE AS-CONSTRUCTED, FIELD VERIFIED, CONDITION. 3) RECORD DRAWING INFORMATION SHOWN HEREON PREPARED FOR THE PURPOSE OF DEPICTING CONSTRUCTED ELEVATIONS OF THE STORM SEWER, SANITARY SEWER, AND WATERMAIN UTILITY STRUCTURES AS OF 07/23/2023. NO OTHER STRUCTURES HAVE BEEN LOCATED OR VERIFIED. NOTES: RECORD PLAN INFORMATION: CONTRACTOR: RJ RYAN CONSTRUCTION, INC RECORD DRAWING BY: KIMLEY-HORN AS-BUILT SURVEY BY: ALLIANT ENGINEERING, INC CONSTRUCTION COMPLETION DATE: JULY 2023 CITY PROJECT NUMBER: 2021.112 RECORD DRAWING PLAN NUMBER: 3773 CITY OF LAKE ELMO, MN | PROJECT NO. 2024.108 PAVEMENT MARKINGS 3217-1 SECTION 3217 – PAVEMENT MARKINGS SCOPE: This Work shall consist of furnishing and applying pavement markings for control and guidance of traffic in accordance with these Specifications, at locations shown in the Plans, and as directed by the Engineer. PRODUCTS: 1. ACRYLIC WATERBORNE TRAFFIC MARKING PAINT. Acrylic latex waterborne traffic marking paint for pavement markings shall conform to MnDOT 3591 Water-based Traffic Paint or approved equal. 2. DROP-ON GLASS BEADS: Drop-On Glass Beads for pavement markings shall meet the requirements of MnDOT Standard Specifications for Construction, 2020 Edition. EXECUTION: 1. TRAFFIC CONTROLS: The Contractor shall provide Traffic Control for the pavement marking operations in conformance with the Minnesota Manual of Uniform Traffic Control Devices. Suitable warning signs shall be placed near the beginning of the worksite and well ahead of the worksite for alerting approaching traffic from both directions. Small markers shall be placed along newly marked lines to control traffic and prevent damage to newly marked surfaces. Pavement marking equipment shall be identified with large warning signs indicating slow-moving equipment in operation. 2. SURFACE PREPARATION: All surfaces to be marked shall be thoroughly cleaned immediately prior to an application of pavement marking. Dust, dirt, and other granular surface deposits shall be removed by sweeping, blowing with compressed air, rinsing with water, or a combination of these methods as required. Rubber deposits, surface laitance, existing paint markings, and other coatings adhering to the pavement shall be completely removed with scrapers, wire brushes, sandblasting, approved chemicals, or mechanical abrasion as directed. Where oil or grease is present, affected areas shall be scrubbed with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinsed thoroughly after each application. After cleaning, oil-soaked areas shall be sealed with cut shellac to prevent bleeding. Pavement surfaces shall be allowed to dry when water is used for cleaning. Surfaces shall be recleaned when work has been stopped due to rain. A. Cleaning Existing Pavement Markings. In general, markings shall not be placed over existing pavement marking patterns. Existing pavement markings shall be removed that are in good condition but interfere or conflict with the newly applied markings. Deteriorated or obscured markings that are not misleading or confusing or interfere with the adhesion of the new marking material do not require removal. New preformed and thermoplastic pavement markings shall not be applied over existing preformed or thermoplastic markings. Whenever grinding, scraping, sandblasting, or other operations are performed, the Work must be conducted in such a manner that the finished pavement surface is not damaged or left in a pattern that is misleading or confusing. B. When surface preparation operations are completed, the pavement surface shall be blown-off with compressed air to remove residue resulting from the cleaning work. 3. APPLICATION: Pavement markings shall be placed in accordance with the details shown in the Plans and as directed by the Engineer. The Contractor shall place spotting at appropriate points to provide horizontal control for striping, and determine necessary starting and cutoff points. The Contractor must request Engineer review and approval prior to proceeding with striping operations. Material shall not be applied over a longitudinal joint. CITY OF LAKE ELMO, MN | PROJECT NO. 2024.108 PAVEMENT MARKINGS 3217-2 A. Glass Beads. Glass beads shall be installed in accordance with MnDOT Spec 2582. B. Tolerances. A tolerance of ¼-inch under or ¼-inch over the specified width will be allowed for striping provided the variation is gradual and does not detract from the general appearance. Broken line segments may vary up to ½-foot from the specified lengths provided the over and under variations are reasonably compensatory. Alignment deviations from the specified lane widths shall not exceed 1-inch. Establishment of application tolerances shall not relieve the Contractor of their responsibility to comply closely with the planned dimensions. 4. PROTECTION OF PAVEMENT MARKINGS: The Contractor shall furnish and install all necessary warning and directional signs and devices in order to maintain traffic while pavement markings are being applied in the presence of traffic, and to protect uncured markings as needed until traffic can cross markings without damaging markings. When necessary, a pilot car and flaggers shall be used to provide adequate control and direction of traffic. Warning signs and barricades shall be placed only where marking operations are in progress, shall be relocated as often as necessary, and shall not be left in place over night. Unless approved by the Engineer, traffic shall be allowed to keep moving at all times and the striping equipment shall be operated in a manner that will not make it necessary for traffic to cross uncured markings. 5. CLEANING: Waste materials shall be removed or destroyed at the end of each work day. Upon completion of the Work, all containers and debris shall be removed from the site. Epoxy spots upon adjacent surfaces shall be carefully removed by approved procedures which will not damage the surfaces and the entire job shall be left clean and acceptable to the City. 6. CERTIFICATION: The Contractor shall furnish a certified report on the quality of materials shipped to the Project. This report shall not be interpreted as a basis for final acceptance. When required, all emptied containers shall be returned to the epoxy material storage area or made available for checking by the Engineer. The Contractor shall make accurate accounting of the epoxy materials used in the Work. 7. CORRECTION OF DEFECTS: All pavement markings not conforming to the requirements of the Contract shall be removed and replaced or otherwise repaired to the satisfaction of the Engineer. Removal of unacceptable work shall be accomplished with suitable blasting or grinding equipment unless other means are authorized by the Engineer. If the Engineer requires removal and replacement, the Contractor shall remove, by an approved process, at least 90% of the deficient line, with no excessive scarring of the existing pavement. The removal width shall be one inch wider all around the nominal width of the pavement marking to be removed. END OF SECTION