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3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2020 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2019\12196171 - WBL School New Bus Facility\C. Design\Drawing Files\Archive Files\2020.09.29 - Before Stormwater Revisions\12196171 - C600-602 Details.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.MNNorthCheck:Drawn:Date:Comm:Greg A. Buchal, P.E.Date: Lic. No.:I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.FEDCBA12345678INDEPENDENT SCHOOLDISTRICT #624WBLTRANSPORTATIONFACILITY4855 Bloom AvenueWhite Bear Lake, MN 5511013411 Fenway Blvd NHugo, MN 55038GABMTH08.14.202012196171RevisionsDescriptionDateNum08.14.2023793Addendum 1August 26, 20201Addendum 2September 1, 20202City CommentsSeptember 30, 20203NOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS1C600APPROVED SUBGRADE SOILNEW 8" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECONSTRUCTION DETAILLIGHT-DUTY CONCRETE3C600APPROVED SUBGRADE SOILNEW 6" BASEAGGREGATENEW 6" PORTLAND CEMENT CONCRETENOT TO SCALECURB & GUTTER DETAILB612 CONCRETE6C6006"12"13.5"6"7"6"NEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"NOT TO SCALE& GUTTER DETAILSURMOUNTABLE CURB5C600APPROVED SUBGRADE SOIL12"12"10.75"6"7"1.125"6"NEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.NOT TO SCALECONSTRUCTION DETAILHEAVY-DUTY CONCRETE4C600APPROVED SUBGRADE SOILNEW 8" PORTLAND CEMENT CONCRETENEW 6" BASEAGGREGATE#4 REBAR @ 18" O.C.BOTH DIRECTIONS14" SAWED JOINTS FILLEDWITH ELASTOMERICJOINT SEALANT2"NOT TO SCALEPAVEMENT SECTIONHEAVY-DUTY BITUMINOUS2C600APPROVED SUBGRADE SOILNEW 10" BASEAGGREGATENEW 6" BITUMINOUS PAVEMENTPLACED IN 2 LIFTS3"3"NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE.NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE.BACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS.BACKFILL WITH NEW TOPSOIL,SEE LANDSCAPE REQUIREMENTS.EXISTING SUBGRADE SOIL1.5"1.5"SIGN(PER PLAN)2.5 LB./FT. FLANGEDCHANNEL SIGN POST(MNDOT 3401)12"18"5' FROM PARKING SURFACENOT TO SCALESIGN AND POST DETAILPARKING9C6003' 6"NOTES: SIGN POSTS TO BE 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE DIRECTED.NOT TO SCALECURB RAMP DETAILACCESSIBLE10C600C600DETAILS12" RADIUSTYP.4' (MIN)6" PORTLANDCEMENT CONCRETENEW 6"BASE AGGREGATE#4 BARS @ NOSING2% MAXNOT TO SCALECONCRETE STEP SECTION7C6006"12" EXPANSION JOINTW/ SEALANT6"SLOPE 34" PER FT.2"7"3"12"12"NOT TO SCALECONCRETE VALLEY GUTTER8C600NEW 6" BASEAGGREGATEAPPROVED SUBGRADE SOILNOT TO SCALE8' PRIVACY FENCE11C600NOT TO SCALETRACK SLIDE PRIVACY GATE12C600NOT TO SCALEGATE OPERATOR14C600NOT TO SCALE4' SINGLE SWING PRIVACY GATE13C600< 10'1:481:482% MAX6'PER PLAN6'2% MAX2% MAX#4 REBAR @ 9" O.C.8'-0"