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8.1. SR 02-20-2018
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8.1. SR 02-20-2018
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2/16/2018 2:35:39 PM
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SCALE IN FEET0 10050ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC8.03FINAL STREETPLAN -JOHNSONLEGENDJOHNSON ST NWFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSSLSDSSSLSFUTUREA. BEGIN SURMOUNTABLE CURB AND GUTTERB. END SURMOUNTABLE CURB AND GUTTERC. PEDESTRIAN CURB RAMPD. CROSSWALK STRIPINGE. PEDESTRIAN CROSSING SIGNF. B618 CURB (PER DETAIL 200 SHEET C9.04)G. SEE DETAIL 2005 SHEET C9.04KEY NOTESCONCRETE SIDEWALKSTREET LIGHT1. STATIONING REFERS TO STREET CENTERLINE.2. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.4. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.5. TACK FACE OF EXISTING CURB PRIOR TO PAVING.6. RELOCATE SIGNS AND UTILITIES AS REQUIRED.7. ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.8. STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR SHALLPROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE WITHIN 24HOURS OF A RAIN EVENT.9. ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE FINISHEDASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO CUTS WILL BEALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE. ADJUSTMENTS TO MEETTHE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING GLUE IN STEEL ADJUSTMENTRINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER FOR EVERY PATCH LOCATIONNEEDED IN THE BASE COURSE PAVEMENT.10. ALL MAILBOXES SHALL BE CLUSTERED.STREET CONSTRUCTION NOTESSCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
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