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XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X <br />XXXXXXXXXOTTER LAKE ROADS160.1159.679.939.939.979.9240.3439.639.478.2163.718.919.0119.150.0'MAIN ST.10C4.016C4.01CURB CUTCURB CUT7C4.017C4.01PROPOSED CHAIN LINKED (MATCH EXISTING)CONTRACTOR SHALL SUBMIT SHOP DRAWINGSDEMONSTRATING PROPOSED FENCE MATCHES EXISTINGPROPOSED CHAIN LINKED (MATCH EXISTING)CONTRACTOR SHALL SUBMIT SHOP DRAWINGSDEMONSTRATING PROPOSED FENCE MATCHES EXISTINGVEHICLE ACCESSGATEAPPROXIMATELOCATION OF EXISTING GATE9C4.019C4.016C4.016C4.018C4.0110C4.01STORMWATER PONDGATEAPPROXIMATELOCATION OF EXISTING GATE10' SIDE SETBACK10' REAR SETBACK10' SIDE SETBACKEXISTING PONDEXISTING BUILDINGEXISTING WETLANDEXISTING PARKING LOTRSHEET Bolton & Menk, Inc. 2023, All Rights Reservedch:\tomascom_pr\0t7129812\CAD\C3D\129812C101.dwg 8/14/2023 12:36:28 PM <br />DESIGNEDDRAWNCHECKEDCLIENT PROJ. NO.ISSUED FOR DATENO.LINO LAKES, MINNESOTAOUTDOOR STORAGE EXPANSION0T7.129812DATELIC. NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.BRENT H. JOHNSON 2037808/14/2023MJIMAMBHJC1.01SITE PLANFEETSCALE050100HORZ.6'VLF1C4.01LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED ASPHALT PAVEMENTPROPOSED GRAVEL SURFACEPROPOSED CHAIN LINKED FENCINGFENCING KEY NOTE - 6' HEIGHT FENCEPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINE1. REFER TO SHEET G0.01, TITLE SHEET, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. INSTALL TRAFFIC CONTROL SIGNS APPROXIMATELY 18 INCHES BEHIND BACK OF CURB.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BESEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX35-241.5. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SODAND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTINGTURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, ATNO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT.NOTES225.48'425.34'10C4.016'VLF10C4.016'VLFR