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plan set - Preliminary 5-17-13_Page_15CBMH -401 ► I RE: 885.68 I BLD: 15.92 CBMH -402 W.- 869.76 RE: 885.68 933.38 V:8N 81.26 BLD. 4.13 �- INV: 881.55 ° -„ 939.69 INV: 881.55 OUTLOT A ° -w s s" CB -214 _ - -'- - - - RE: 895.00 \ CB -403 _ BLD: 3.59 a RE: 885.69 - INV: 891.42 BLD: 4.10 12" RCP \ a INV. 881.59 CB -111 19' ®0.50% 15' RCP T RE: 902.09 �- 29 ®1.00% +0 BLD: - 14 +oc CBMH -213 Lv 4� 12" RCP INV: 898.50 98.50 1�1 - -�� - ' I RE: 896.59 0 � Ld OG _ I _ 30' ® 3.00% -� �L I- 4 00 oo I BLD: 5.27 °+ ' RIVER e + °° P i INV: 891.46 / INV- 891.32 _ N ' ° V' �CK DRI VE SOV T 9 +0p 0 0 15' RCP \\ 1 a 8' ®0.50% CBMH -110 4 5 29' 015" RCP 0.50% / 2 \a 1 - RE: 901.63 3 6 BLD: 4.03 2 INV :897CBMH -212 .60 CBMH -109 2 RE: 896.59 INV: 897.60 3 RE: 898.92 1 BLD: 5.27 3 O BLD: 4.02 INV: 891.32 C� INV: 89¢4.90 - 30' 08.90% 7 INV: 891.32 •r�// / 4 3 4 CBMH -108 CB -216 15" RCP RE: 890.83 2 RE: 887.50 ° BLD: 5.80 - - BLD: 3.50 153 ®5.19% C/r 5 15" RCP INV: 885.03 _ INV: 884.00 _ INV. 885.03 -�- -�,, ��� / STMH -221 129' ®6.27% INV. 886.80 ��-� 2 �� RE:891.00 --- - - -'-' \_4" DRAIN TILE _� 1 S BLD: 4.64 _ 6" DRAIN TILE - CB -112 \ MH-211 O� 9 INV :886.36 6 RE: 888.79 \ RE: 887.43 %' °O INV: 886.36 INV: 865.75 - _ ` 12" RCP BLD: 3.50 �_�, 26' ®1.00% BLD:6.0. CS i O 15 RCP INV: 885.29 INV: 880.72 QB RE: 871.20 \ 10 12" RCP INV :883.40 RE: 890.42 E: 8.45 = FES -100 ~ \ 29' ® 0.50% + 13 11 45' ® 1.32% INV: 883.40 3 12" RCP _j BLD: 3.52 MH -101 15 RCP 12 9 INV. 886.90 INV. 868.50 INV: 868.50 RE: 880.59 5 160 ® 3.66% 99' ®1.35% " \ 7 18 RCP INV: 865.75 � I BLD: 11.91 I CBMH -103 ' - � / 4 � � � _ ; OUTLOT G INV - 868.68 RE: 887.75 45' 00.50% / 12" RCP INV: 867.80 - INV :875.47- - - - BLD: 11.20 $ O~ / CS_2 INV-880.50 i 15" RCP 29' ®1.00% - - INV: 876.56 #I RE:883.55 \ 25 ®100% N CBMH -222 - - - - INV. 883.75 v BLD: 10.55 ' T RE: 890.42 12" RCP -- 15 ' RCP _ INV: 883.70 / BLD: 3.81 \ - INV: � $ 15" RCP INV: 876.00 INV: 886.61 32' ®2.19% / 134 ®0.70% 15" RCP O � � � 24 RCP 49' ® 2.39% z +oo _ s +oo 35' 0.50% j 18" RCP INV: 886.61 % 12" RCP / 35 ®0.50% 6 - n - - \ / / i 32' ® 0.0o VUTLOT D 5 23' ® 0.00% i / CBMH -102 ° o°� _ -1 -<- < < ; \ / RE: 887.75 +oo \�� / ! FES -253 - - BLD:11.34 �( 8 INV: 876.00 FES 80. 6 v 9 INV: 876.41 S1REE I CBMH 5.01 I INV: 880.50 \ \� INV: 876.41 RE: 885.01 } MH_252 BLD: 4.29 // � 10 sx INV: 880.72 J ti RE: 885.09 / INV: 881.21 + CB -106 CBMH -105 13 BLD: 4.76 \ / 7 RE: 888.73 15 " RCP RE: 888.94 INV: 880.33 BLD: 3.50 32' ® 1.00% BLD: 4.03 15" RCP33 \\ FES 200 V: 880.50 7 INV: 885.23 INV: 884.91 IN / / INV: 884.91 14T ®5.56% a r f 6 DRAIN TIL Q' 11 12 CBMH -25114 \ , - �� $ 11 RE: 876.95 - BLD: 9.55 CB -202 18" RCP d(V� 15" RCP INV: 867.40 RE: 88 . 501 sg 45' ®0.50% 220' ® 0.50% INV: 872.14 INV: 881.50 9 12 RCP 1� % ' 29 ®'1.00% 10 1 \ CB -104 FES-250 \ 13 RE: 881.16 INV. 867.00 15" RCP BLD: 3.50 80' ® 0.50% 14 INV: 877.66 10 9 2 15 CBMH -312 / ` \ RE: 888.57 1 ' 00 ° INV• 878 60 16 FES -3 INV: 868.00 1 1 15' RCP '- / 9x00 NV: 870.00 12" RCP 1 0 25 50 100 - - - --- GRAPHIC SCALE IN FEET PI2NEERengineering l IVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCH== 651) 681 -1914 1 hereby certify that this plan was prepared by Name Revisions Date 05 -17 -2013 �4zzFnterprseDnve Fax: 681-9488 me or under my direct supervision and that Keith A.Willenbria g Designed NAP PRELIMINARY STORM SEWER Mendota Heights, MN 55120 am a duly Licensed Professional Engineer www.pioneexeng.com under the laws of the State of Minnesota Reg. No. 25504 Date 05 -17 -2013 Drawn RAW 2013 Pioneer Engineering \ 18' ® 2.82% CS -3 4 a 6" DRAIN TILE RE: 872.00 BLD: 7.00 FES -311 INV: 870.50 24" RCP INV: 870.50 INV: 868.00 60' ® 13.44 %! - ` 5 °J I 66 can ,°P7 pr` , PPS 00-ENG- 112289 - SHEET - UTIL -STRM E