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plan set - Preliminary 5-17-13_Page_14
�1 SI 1 1 1 1 1 1 0 25 50 100 GRAPHIC SCALE IN FEET PI2NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCH== 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 www.pioneereng.com © 2013 Pioneer Engineering \ CBMH -412 , \ j RE: 902.82 \ X BLD: 19.101 \ INV: 883.72 \ INV: 895.72 / L/ L/ 15" RCP 86' 04 00% ` \ \ \ �. CBMH -413 RE: 897.89 r BLD: 4.78 INV. 896.22 INV. 896.47 12" RCP 29' ® 1.00% CB -414 RE: 901.00 BLD: 4.24 / \ INV. 896.76 � 15" RCP \ N, \ 50' ® 1.00% \ MH_411 RE: 883.27 \ �• �\ \ \ BLD; 13.24 INV: 870.03 INV 80,8 \ ��• ` \ \`\ `\ \a 18" RCP 46' 00.50% ` \\ \ RE: 889.33 FES 410 BLD: 3.83 \ \ RIM: 871.55 \ ` INV: � � 1 M:8 .06 r RIM: 871.06 INV: \ CBMH -401 RE: 885.68 BLD: 15.92 )INV: 869.76 ti KV V: 881.26 88' ® 0„ 50 %- FES -400 RIM: 870.76 INV:. 15" RCP 92' ® 0.50% o� \ It 885.50 \ \ 12" RCP \ \ \\ 29' ® 1.00 %\ CBMH -421 RE: 889.33 \ \1 1 BLD: 19.29 1 \' INV. 870.04 1 INV .- 885.21 1 1 1 1 1 1 ► 1 Il 15" RCP 8' ® 0.50% 15" RCP 01.00% OG O RE: 885.68 BLD: 4.13 INV- 881.55 INV- 881.55 INV: 865.75 CS -1 RE: 871.20 BLD: 8.45 INV: 868.50 INV: 865.75 IN 12" RCP 32' ® 2.19% 12" RCP 23' ® 0.00% CB -403 RE: 885.69 BLD: 4.10 INV. 881.59 I _ I -1_ R1 -D�K SRI E 1 2 �6" DRAIN TILE it ji INV: 868.50 OUTLOT G I \ \% TH ppw o - PPe - OUTLOT A ppe -W PPe -w CB -111 RE: 902.09 BLD: 3.59 �- 12" RCP INV: 898.50 -I 30' ® 3.00% <� X0;00�< CBMH -109 3 RE: 898.92 BLD: 4.02 INV: 894.90 INV: 89}.90 4 15" RCP I I 129' ® 6.27% I O15" RCP MH 101 ®0.50% a RE: 880.595 BLD: 11.91 BLD: 11.91 - - - -- INV: 875.47- - -- - -- 15" RCP 134' ® 0.70%- - 24" RCP 35' ® 0.50% 6 RE: 887.75 7.75 CBMH / CBMH -110 RE: 901.63 - BLD: 4.03 INV. 897.60 INV. 897.60 1 15' RCP 30' ® 8.90% CBMH -108 < RE: 890.83 BLD: 5.80 INV.- 885.03 INV.- 885.03 INV. 886.80 `12" RCP 26' ® 1.00% 13 15" RCP 99' ® 1.35% CBMH -103 RE: 887.75 BLD: 11.20 INV. 876.56 IN V.- 883.75 IN V: 883.70 _15" RCP 49' ® 2.39% 2 CB -112 RE: 888.79 BLD: 3.50 INV- 885.29 _1 � +oo .T 12 DRAIN TILE 11 0 10 14 +00 5 00.E - 12289 - SHEET- UTILrS - \ CBMH -412 , \ j RE: 902.82 \ X BLD: 19.101 \ INV: 883.72 \ INV: 895.72 / L/ L/ 15" RCP 86' 04 00% ` \ \ \ �. CBMH -413 RE: 897.89 r BLD: 4.78 INV. 896.22 INV. 896.47 12" RCP 29' ® 1.00% CB -414 RE: 901.00 BLD: 4.24 / \ INV. 896.76 � 15" RCP \ N, \ 50' ® 1.00% \ MH_411 RE: 883.27 \ �• �\ \ \ BLD; 13.24 INV: 870.03 INV 80,8 \ ��• ` \ \`\ `\ \a 18" RCP 46' 00.50% ` \\ \ RE: 889.33 FES 410 BLD: 3.83 \ \ RIM: 871.55 \ ` INV: � � 1 M:8 .06 r RIM: 871.06 INV: \ CBMH -401 RE: 885.68 BLD: 15.92 )INV: 869.76 ti KV V: 881.26 88' ® 0„ 50 %- FES -400 RIM: 870.76 INV:. 15" RCP 92' ® 0.50% o� \ It 885.50 \ \ 12" RCP \ \ \\ 29' ® 1.00 %\ CBMH -421 RE: 889.33 \ \1 1 BLD: 19.29 1 \' INV. 870.04 1 INV .- 885.21 1 1 1 1 1 1 ► 1 Il 15" RCP 8' ® 0.50% 15" RCP 01.00% OG O RE: 885.68 BLD: 4.13 INV- 881.55 INV- 881.55 INV: 865.75 CS -1 RE: 871.20 BLD: 8.45 INV: 868.50 INV: 865.75 IN 12" RCP 32' ® 2.19% 12" RCP 23' ® 0.00% CB -403 RE: 885.69 BLD: 4.10 INV. 881.59 I _ I -1_ R1 -D�K SRI E 1 2 �6" DRAIN TILE it ji INV: 868.50 OUTLOT G I \ \% TH ppw o - PPe - OUTLOT A ppe -W PPe -w CB -111 RE: 902.09 BLD: 3.59 �- 12" RCP INV: 898.50 -I 30' ® 3.00% <� X0;00�< CBMH -109 3 RE: 898.92 BLD: 4.02 INV: 894.90 INV: 89}.90 4 15" RCP I I 129' ® 6.27% I O15" RCP MH 101 ®0.50% a RE: 880.595 BLD: 11.91 BLD: 11.91 - - - -- INV: 875.47- - -- - -- 15" RCP 134' ® 0.70%- - 24" RCP 35' ® 0.50% 6 RE: 887.75 7.75 CBMH / CBMH -110 RE: 901.63 - BLD: 4.03 INV. 897.60 INV. 897.60 1 15' RCP 30' ® 8.90% CBMH -108 < RE: 890.83 BLD: 5.80 INV.- 885.03 INV.- 885.03 INV. 886.80 `12" RCP 26' ® 1.00% 13 15" RCP 99' ® 1.35% CBMH -103 RE: 887.75 BLD: 11.20 INV. 876.56 IN V.- 883.75 IN V: 883.70 _15" RCP 49' ® 2.39% 2 CB -112 RE: 888.79 BLD: 3.50 INV- 885.29 _1 � +oo .T 12 DRAIN TILE 11 0 10 14 +00 5 00.E - 12289 - SHEET- UTILrS