Laserfiche WebLink
28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.09 <br />0 <br />. <br />2 <br />4.37.412.9 <br />12.6SignCo <br />n <br />c <br />r <br />e <br />t <br />e <br /> <br /> <br /> <br /> <br /> <br /> W <br />a <br />l <br />k <br />Concrete WalkConcrete WalkB <br />i <br />t <br />um <br />i <br />n <br />o <br />u <br />s <br /> <br />P <br />a <br />r <br />k <br />i <br />n <br />g <br /> <br />L <br />o <br />t <br />AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding Ov <br />e <br />r <br />h <br />a <br />n <br />g <br />BrickWall N00°06'35"W 311.63 <br />N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link <br />Fence Crosses <br />Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 <br />Sanitary SewerEasement perDoc. No. 2794335Building Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 <br />12" HDPE12" HDPE <br />1 <br />2 <br />" <br /> HD <br />P <br />E 36" CMPConnectionUnknown12" HDPE12" HDPE 12" HDPE15" HDPEConnectionUnknownGu <br />a <br />r <br />d <br /> <br />R <br />a <br />i <br />l <br />48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.738" PVC 8" Cast IronINLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCEPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE <br />2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 <br />6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 <br />INTERSTATE DEVELOPMENT CORPORATION <br />PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />IM <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF ST. ANTHONY EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDESPERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.33