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50' OUTLOT <br />11' 28' B—B 11' <br />14' 14' <br />2.0% <br />4" TOPSOIL & SODJ <br />SUITABLE BACKFILL <br />MATERIAL <br />930 <br />925 <br />r• , <br />915 <br />910 <br />r• • <br />PICNEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />2.0% <br />INSET A <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 />28' B—B PRIVATE STREET <br />TYPICAL SECTION (N.T.S.) <br />PARKING LOT SECTION <br />1.5" SPEC 2360 TYPE SP 9.5 <br />NEARING COURSE (SPWEA240C) <br />SPEC 2357 BITUMINOUS TACK COAT <br />2" SPEC 2360 TYPE SP 12.5 <br />LION WEARING COURSE (SPNWB230C) <br />3" AGGREGATE BASE, CL 5 <br />24" SELECT GRANULAR BORROW <br />GEOTEXTILE FABRIC <br />(AS DIRECTED BY ENGINEER) <br />2.0% <br />6" 1--4" TOPSOIL & SOD <br />JRN LANE SECTION <br />i" SPEC 2360 TYPE SP 9.5 <br />ARING COURSE (SPWEA240C) <br />EC 2357 BITUMINOUS TACK COAT <br />SPEC 2360 TYPE SP 12.5 <br />IN WEARING COURSE (SPNWB230C) <br />AGGREGATE BASE, CL 5 <br />SELECT GRANULAR BORROW <br />OTEXTILE FABRIC <br />(AS DIRECTED BY ENGINEER) <br />2— <br />BAR <br />OU TLOT D <br />4+00 <br />3+05.31 <br />------------- 17.69 - <br />----------2+87.63 — <br />OU TLOT F <br />--------------------------- <br />oh o oh oh <br />It � 00 00 00 <br />PVI STA: 2+44.00 <br />PVI ELEV: 917.97 <br />K: 99.48 <br />LVC: 100.00 <br />3+ 50 <br />0 <br />O <br />O <br />+ <br />N <br />> <br />Q- <br />., cnor <br />HIGH PT. <br />STA: 2+43.79 <br />HIGH PT <br />ELEV: 917.850 <br />O <br />N <br />'t <br />O <br />+ <br />O <br />J <br />i <br />W <br />a_ <br />N <br />0) <br />J <br />W <br />3+00 2+50 2+00 <br />STREET A <br />NO <br />PVI STA: 0+82.07 <br />PVI ELEV: 917.16 <br />K: 6 0.7 6 <br />LVC: 100.00 <br />n c ., n. <br />1 +50 <br />LOW PT. <br />STA: 1 +01.66 <br />LOW PT <br />ELEV: 917.34. <br />O <br />It <br />04 <br />n <br />O <br />O <br />W <br />0- <br />1 +00 0+50 <br />J <br />W <br />REMOVE 320 SY <br />EXISTING <br />BITUINOUS <br />r-I� <br />----<I--�—� <br />I <br />A <br />I <br />I RELOCATE ELECTRIC & TELEPHO <br />N„ TO EASMENT (BY OTHERS) <br />REMOVE 350 LF <br />EXISTING <br />CURB & GUTTER <br />SAWCUT 380LF <br />BITUMINOUS <br />REMOVE EXISTING <br />THROUGH & TURN <br />ARROWS AND REPLACE <br />WITH THROUGH ARROW <br />oh <br />� I <br />V <br />CURB LEGEND <br />08.32 = GUTTER LINE ELEVATION <br />FOR B618 & B612 CURB <br />07.82 = BITUMINOUS ELEVATION <br />= B612 CURB & GUTTER <br />= B618 CURB & GUTTER <br />= BITUMINOUS EDGE <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />0 <br />06 <br />930 <br />0 <br />0 <br />00 <br />O- <br />0 00 <br />II rn <br />Q II <br />H J <br />(n W <br />—0+50 <br />925 <br />r• , <br />915 <br />910 <br />r• • <br />00-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 />