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\ / BASIN 1 P� <br />NWL=910.00 <br />0 <br />4 <br />1 <br />D <br />I <br />D <br />930 <br />925 <br />920 <br />915 <br />910 <br />905 <br />OUTLET=910.75 <br />HWL=912.23 <br />WET VOL.=5.36 AC*FT <br />STOR. VOL.=3.13 SAC*FT/ <br />WETLAND A <br />PISNEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />STREET A (PRIVATE) <br />U') r- O M U') 00 M c0 00 't (0 0)0 It M <br />O KM It LO (.0 00 C) O u7 CO 00 00 00 <br />rn C» rn rn rn 0) Cn C» rn rn �, C» C» rn Cn rn <br />PVI STA: 2+44.00 <br />PVI ELEV: 917.97 <br />K: 99.48 <br />_ LVC: 100.00 <br />6+50 6+00 5+50 5+00 4+50 4+00 3+50 <br />50' OUTLOT <br />11' 32' B—B 11' <br />rL <br />16' 16' <br />2.0% <br />4" TOPSOIL & SODJ <br />SUITABLE BACKFILL <br />MATERIAL <br />a <br />INSET A <br />3 2' B <br />2.0% <br />2.0% <br />B612 CONCRETE CURB <br />AND GUTTER <br />INSET A <br />1.5" SPEC 2360 TYPE SP 9.5 <br />WEARING COURSE (SPWEA240C) <br />SPEC 2357 BITUMINOUS TACK COAT <br />2" SPEC 2360 TYPE SP 12.5 <br />NON WEARING COURSE (SPNWB230C) <br />8" AGGREGATE BASE, CL 5 <br />24" SELECT GRANULAR BORROW <br />GEOTEXTILE FABRIC <br />(AS DIRECTED BY ENGINEER) <br />B PRIVATE STREET <br />TYPICAL SECTION (N.T.S.) <br />CURB LEGEND <br />FO-8-.3-21 = GUTTER LINE ELEVATION <br />FOR 8618 & B612 CURB <br />07.82 = BITUMINOUS ELEVATION <br />= B612 CURB & GUTTER <br />= B618 CURB & GUTTER <br />= BITUMINOUS EDGE <br />2.0% <br />6" L 4" TOPSOIL & SOD <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />BENCH MARK <br />TOP NUT HYDRANT IN N.W. <br />QUAD. OF OTTER LAKE ROAD <br />& PRIVATE DRIVE 370 LF <br />NORTH OF MAIN STREET <br />EL=920.47 NVGD88 <br />tM0 t NOj 00 O <br />O6 <br />0) 0) 0) 0 0) 0) O 0) <br />930 <br />HIGH PT. STA: 2+43.79 <br />HIGH PT ELEV: 917.85b <br />0 <br />N <br />r O <br />r� + <br />O <br />J i <br />W d <br />N <br />r- <br />0) <br />J <br />w <br />3+00 2+50 2+00 <br />n C -- <br />1 + 50 <br />PVI STA: 0+82.07 <br />PVI ELEV: 917.16 <br />K: 60.76 <br />LVC: 100.00 <br />LOW PT. STA: 1+01.66 <br />LOW PT ELEV: 917,34r, <br />0 <br />CV <br />+ <br />CA <br />W CL <br />1+00 0+50 <br />M <br />CA <br />J <br />w <br />�@@ a <br />925 <br />920 <br />915 <br />910 <br />905 <br />02-ENG-118283-SHEET-ROAD <br />2422 Enterprise Drive (651) 681-1914 <br />Mendota Heights, MN 55120 Fax: 681-9488 <br />www.pioneereng.com <br />© 2019 Pioneer Engineering, P.A. <br />