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50' OUTLOT 11' 32' B-B 11' GL 16' 16' 17.40 17.56 I 17.3 \ O U TL O T A 2+80.23 5 CONCRETE SIDEWALK I 0+14.9 0 CURB LEGEND n 2+55.23 ATCH EX. 17.65 C2+47.92 GUTTER LINE ELEVATION 2.0% 2-TYPE 111 2+87.56 I 2 I FOR B618 & 8612 CURB 2��% 2.0% 2.0% BARRICADES- - - ,7. 5. - - 7.52 - - - - - - 17.02 - - I- - - - - - - - 3+05.80- - - - +30.23 1+01.66 17.33 07.82 = BITUMINOUS ELEVATION 0+39.98 I I = B612 CURB & GUTTER 4" TOPSOIL & SOD F+m = B618 CURB & GUTTER 17.85 0.50� �,, �.50� 17.34 , -- -I----r1�4 6 INSET A B612 CONCRETE CURB 6 . 4" TOPSOIL & SOD - 0. i + i = BITUMINOUS EDGE SUITABLE BACKFILL AND GUTTER - -0 - _ ----�- --0 MATERIAL 4+00 +00 H.P. 2+00 n L#PQ I �- F I I 17.34 17.52 17.02 17.22 I 3+05.80 ° 2+30 31 1+01.66 0+52.13 1 17.75 18.80 18.87 18.51 - - - - - - - - - - - - - 17.65 � - - - - -2+47.98- - - - - � 17.42 I •'• INSET A 2+87.63 I 18.10 0+34.46 I I 1.5" SPEC 2360 TYPE SP 9.5 2+55.31 18.59 18.97 18.84 I 9 V C1 WEARING COURSE (SPWEA240C) 18.01 18.39 2 .13 - SPEC 2357 BITUMINOUS TACK COAT 2+80.31 17.63 18.50 19.35 2" SPEC 2360 TYPE SP 12.5 19.35 NON WEARING COURSE (SPNWB230C) 17.85 18.81 8" AGGREGATE BASE, CL 5 w 24" SELECT GRANULAR BORROW 19.50 19.50 I I I Y GEOTEXTILE FABRIC OU TLOT A 19.17 I I Q (AS DIRECTED BY ENGINEER) .� I J 8.5' ITUMINOU AIL 1g,g7 I 32 ' B - B PRIVATE STREET 1812 I w TYPICAL SECTION (N.T.S.) ° 19.07 19.07 I 17.99 ,907 �Juk 9.17 1 LOT 1 18.77 19.17 17.97 18.01 18.26 18.29 18.87 I I I 17.54 17.58 18.12 18.47 PARKING LOT SECTION TURN LANE SECTION 18.06 18 62 18.87 i 18.4b I� T 1.5" SPEC 2360 TYPE SP 9.5 1.5" SPEC 2360 TYPE SP 9.5 17.39 18.54 WEARING COURSE (SPWEA240C) WEARING COURSE (SPWEA240C) SPEC 2357 BITUMINOUS TACK COAT SPEC 2357 BITUMINOUS TACK COAT - J// 18.62 0 25 50 100 2" SPEC 2360 TYPE SP 12.5 3" SPEC 2360 TYPE SP 12.5 _ _ _ _ _ _ - - - - L- - - - - - - - - - - - - - - - - - - - 18.47 NON WEARING COURSE (SPNWB230C) NON WEARING COURSE (SPNWB230C) - - - - - - / 18.79 8" AGGREGATE BASE, CL 5 8" AGGREGATE BASE, CL 5 / AT I 24" SELECT GRANULAR BORROW 24" SELECT GRANULAR BORROW oh o oh-oh-oh-oh-oh lbh / 0 oh_ GRAPHIC SCALE IN FEET GEOTEXTILE FABRIC 24" APPROVED SUBGRADE / " " ' ■ ' " " „ " ' - (AS DIRECTED BY ENGINEER) GEOTEXTILE FABRIC �- (AS DIRECTED BY ENGINEER) - 4r n I BENCH MARK \ I I TOP NUT HYDRANT IN N.W. QUAD. OF OTTER LAKE ROAD & PRIVATE DRIVE 370 LF STREET A NORTH OF MAIN STREET EL=920.47 't cD On O M LO tM O 00 't oA LO 't U) to 00 00 00 I- (D U) M M M U) 00 0 r� r� 1_� !`_� r_� r_� r_� r� t� r� r� 1� r� 06 0 0 0 F rn O 0) 0) 0) 0) oA O) Q) O O) 930 930 PVI STA: 2+44.00 PVI STA: 0+82.07 PVI ELEV: 917.97 PVI ELEV: 917.16 K: 99.48 K: 6 0.7 6 LVC: 100.00 LVC: 100.00 925 HIGH PT. STA: 2+43.79 LOW PT. STA: 1+01.66 925 0 HIGH PT ELEV: 917.85. LOW PT ELEV: 917.34r- 0 0 0 0 rn 04 rn � � � � + + + o+ N 920 920 a w a w a w a w 0.50% -1.15% 915 PROPOSED 915 GRADE � J 910 910 EXISTING GROUND 905 905 900 900 Z Z 0 0 F_ 8950 895 a 00 V o (1) � O Z00 ZO 00 , OMB U + 00 II rn z II rn Z � _j w � J 890 890 wcnw mcnw 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 PISNEERengineering 01-ENG-]18283-SHEET-ROAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Revisions V��i E �TT E T OTTER CROSSING (651)681-1914 I hereby certify that this plan was prepared by Date 12-16-20 T 1 1v1E PROPERTIES 1E-+S LLC 2422 Enterprise Drive me or under my direct supervision and that I Name _ 1.03-01-2021 P1:m Revisions Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Designed PJC Paul J.Cherne STREET CONSTRUCTION 3435 LABORE ROAD SUITE 150 7.1 OF 17 www.pioneereng.com under the laws of the State of Minnesota Reg.No. 19860 Date 12-16-20 Drawn MSN VADNAIS HEIGHTS,MINNESOTA 55110 LINO LAKES,MINNESOTA ©2019 Pioneer Engineering,P.A.