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1 - PN23 - CA23 - AB3 - CI3 - AB21 - PD1 - CA22 - UN1 - QE1 - QE1 - CA1 - UN1 - PSG1 - AB1 - CA21 - CA21 - UN1 - PN1 - PN6 - BB4 - EP21 - PN26 - BB4 - EP21 - PN23 - DL6 - BB4 - EP24 - EP26 - BB10 - PB10 - RG23 - AG21 - CA4 - SH13 - PB15 - RG212 - AB37 - SH3 - QB4 - RG25 - CA42 - PO5 - CA411 - CA43 - PO6 - PO9 - CA41 - PN24 - DL4 - EM7 - SH15 - CA43 - CA47 - PN33 - PB3 - PB3 - CA47 - PN33 - CA4DRY SHORTPRAIRIE SEED MIXLOWER BASINNATIVE SEED MIXNOW MOWSEED MIX, TYP.NOW MOWSEED MIX, TYP.NOW MOWSEED MIX, TYP.18" ROCK MAINTENANCESTRIP, TYP.LANDSCAPE EDGER,TYP.PERENNIAL AND SHRUBBEDS, W/SHREDDEDHARDWOOD MULCH,TYP.NEW CONCRETE WALKSEE CIVIL, TYP.6 - PBFOUR-O-ONE BOULDERS, TYP.CO-ORDINATE WITHLANDSCAPE ARCHITECT FORSIZE AND SHAPE28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.090.2 <br />4.37.412.9 <br />12.6SignConcrete <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 OverhangBrickWall 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)(A Public R/W)(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 <br />395 feet of the <br />Northwest 1/4 of Sec. <br />East 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. 2794335Brick BuildingBuilding Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 <br />Gu <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=870.73NOPARKINGCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN. .. .. .. .. .. .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 />N24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.10/06/21LANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRSHREDDED CEDAR MULCH IN ALL PERENNIAL SHRUB BEDS,AND AROUND ALL TREES, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANEDGINGDECORATIVE BOULDERS (FOUR-O-ONE), 18"-36" DIA.LEGEND1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/ORTOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTINGBED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OFHARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAININGPLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWINGSEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORSAND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.13.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.14.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE ANDCAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.15.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIORTO INSTALLATION.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:PLAN NOTES:1.SEE SHEET L1.1 FOR PLANT SCHEDULE2.SEE SHEET L1.1 FOR PLANTING DETAILS30