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B B B B B <br />S <br />S <br />SSS <br />D <br />26' <br />26 <br />' <br />1 <br />7 <br />' <br />46' <br />26'17' <br />2 <br />0 <br />' <br />33 <br />' <br />6' <br />5' <br />9' <br />10' <br />18 <br />' <br />1 <br />6 <br />' <br />R <br />NAVARRE MUNICIPAL PARKING LOT <br />CONSTRUCTION PLAN <br />FEETSCALE <br />0 25 50 <br />HORZ.C3.01 <br />NOTES: <br />1.1" MILL OVER PARKING LOT SURFACE WITH TAPER MILLING TO 2" <br />DEPTH WHERE TYING INTO ADJACENT PAVEMENT. <br />2.ALL STRIPING IS TO BE 4" SOLID WHITE STRIPING UNLESS <br />OTHERWISE IDENTIFIED. <br />3.ALL PARKING STALLS TO BE 18' X 9' UNLESS OTHERWISE IDENTIFIED <br />4.PARKING STRIPES ADJACENT TO GORE HATCH AREAS TO MATCH <br />THE COLOR OF THE GORE HATCHING. <br />5.SLOPE PARKING LOT TO DRAIN TO EXISTING STORM SEWER <br />LOCATIONS. <br />6.PARKING LOT SHALL BE COMPLETED IN TWO PHASES TO ALLOW <br />FOR USE OF LOT DURING CONSTRUCTION. PHASE 1, AS <br />DETERMINED BY THE CONTRACTOR, SHALL BE PAVED AND STRIPED <br />PRIOR TO PHASE 2 MILLING OPERATIONS. <br />C <br />S <br />A <br />H <br /> <br />1 <br />9 <br /> <br />/ <br /> <br />S <br />H <br />A <br />D <br />Y <br />W <br />O <br />O <br />D <br /> <br />R <br />D <br />CSAH 15 / SHORELINE DR <br />LYRIC AVENUE SEE SHEET C2.03 <br />3360 SHORELINE DRIVE3382 SHORELINE DRIVE3400 SHORELINE DRIVE3416 SHORELINE DRIVE <br />2385 SHADYWOOD RD <br />2377 SHADYWOOD RD <br />3422 LRYIC AVE3438 LRYIC AVE <br />3465 LRYIC AVE <br />INSTALL RISER RING OR ADJUST <br />CASTING PER SPECIFICATION AS <br />DIRECTED (TYP) <br />GORE HATCHING <br />TO BE 4" SY <br />GORE HATCHING <br />TO BE 4" SY <br />GORE HATCHING <br />TO BE 4" SY <br />4" SY STRIPE 8' FROM <br />BITUMINOUS EDGE <br />INSTALL RISER RING OR <br />ADJUST CASTING PER <br />SPECIFICATION AS DIRECTED <br />REMOVE EXISTING CASTING AND RINGS. <br />FURNISH & INSTALL CASTING TYPE <br />NEENAH R-2501-C OR APPROVED EQUAL <br />RECLAIM AREA <br />RECONSTRUCTION AREA <br />CONSTRUCTION LEGEND <br />MILL & OVERLAY AREA <br />CONCRETE DRIVEWAY <br />AGGREGATE SURFACING <br />FULL DEPTH PATCH AREA <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SHEET <br /> B <br />o <br />l <br />t <br />o <br />n <br /> <br />& <br /> <br />M <br />e <br />n <br />k <br />, <br /> <br />I <br />n <br />c <br />. <br /> <br />20 <br />2 <br />1 <br />, <br />A <br />l <br />l <br /> <br />R <br />i <br />g <br />h <br />t <br />s <br /> <br />R <br />e <br />s <br />e <br />r <br />v <br />e <br />d <br />c H: <br />\ <br />O <br />R <br />N <br />O <br />\ <br />C <br />1 <br />3 <br />1 <br />2 <br />1 <br />1 <br />2 <br />5 <br />\ <br />C <br />A <br />D <br />\ <br />C <br />3 <br />D <br />\ <br />1 <br />2 <br />1 <br />1 <br />2 <br />5 <br />C <br />6 <br />0 <br />9 <br />. <br />d <br />w <br />g <br /> 2/ <br />1 <br />7 <br />/ <br />2 <br />0 <br />2 <br />1 <br /> <br />1 <br />2 <br />: <br />5 <br />7 <br />: <br />2 <br />2 <br /> <br />P <br />M <br />DESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />2638 SHADOW LANE, SUITE 200 <br />CHASKA, MINNESOTA 55318 <br />Phone: (952) 448-8838 <br />Email: Chaska@bolton-menk.com <br />www.bolton-menk.comTOM E. DANIELSON <br />56116 2/16/2021 <br />CITY OF ORONO, MINNESOTA <br />2021 STREET IMPROVEMENTS <br />TJH <br />DDS <br />TED <br />C13.121125 <br />ADJUST GATE <br />VALVE (TYP) <br />INSTALL RISER RING OR ADJUST CASTING <br />PER SPECIFICATION AS DIRECTED <br />INSTALL RISER RING OR <br />ADJUST CASTING PER <br />SPECIFICATION AS DIRECTED <br />INSTALL RISER RING OR <br />ADJUST CASTING PER <br />SPECIFICATION AS DIRECTED <br />7 <br />' <br />CONTRACTOR SHALL SUPPLY <br />TRAFFIC CONTROL AS REQUIRED <br />BY HENNEPIN COUNTY, INCLUDING <br />FLAGGERS (INCIDENTAL) <br />CONTRACTOR SHALL SUPPLY <br />TRAFFIC CONTROL AS REQUIRED <br />BY HENNEPIN COUNTY, INCLUDING <br />FLAGGERS (INCIDENTAL) <br />NORTHERN STALLS ALONG <br />TURF TO BE 16' X 9' (TYP)