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i <br /> MH-EX-1 <br /> 1 RIM: 888.12 <br /> ° BLD: 18.85 <br /> EX. N&E: 8" PVC SDR 35 @ 0.30% <br /> I CONNECT TO EXISTING <br /> SANITARY SEWER. <br /> CONTRACTOR TO FIELD <br /> VERIFY LOCATION & <br /> ELEVATION. <br /> i >» <br /> MH-1 <br /> 1 <br /> I OD RIM:887.95 - - - - - - - - - - - MH-4 -1 F- - MH-5 - - - - <br /> MH-6 -1 F- - - - - - -I F- - - - - - - <br /> RIM:888.39 RIM:889.42 <br /> =^ BLD:18.53 \ \ - � F- - - - - - - -I F- - - - - - - -I F- - - - - - RIM:895.46 1 1 1 <br /> INV:869.42� \ \ BLD:16.73 BLD:16.68 <br /> \ <br /> < _ \ BLD:21.38 1 1 1 1 INV:871.65 I I I I INV:872.74 I I I I I I I I I I I <br /> I N V:874.08 <br /> MH-2 RIM:888.75 7 <br /> )RIM:888.75 BLD:17.64 / / 8 1 9 10 11 12 13 14 15 16 17 1 1 <br /> ^ BLD:18.60 INV.871.11 / / 1 1 <br /> 1 INV:870.15 6 <br /> � � I I <br /> to - - L - - - - - - - - - - - - L L - - - - L L - - - - L - - - - - - - - L - - - - L - - - - L L - - <br /> 19>> <br /> 6 00 7+00 I 8+00 I <br /> \ PV 8 DIP C 52 WM g+oo io+oo i i2+ao i3+oo <br /> o <br /> C SCR 26 ® ' 220' - 8" PVC SDR 26 ® 0.45% 276' - 8" PVC SDR 26 ® 0.45% 336' - 8" PVC SDR 26 ® 0.45% <br /> �•459 <br /> 16 th AVE NW - 168th AVE NW <br /> I - <br /> - - - - <br /> I I \ �x � -99' - 8" PVC SDR 26 ® 0.45% -1 F -1 - - - - - - - - - - - - - - - - - - <br /> 93, - 8" PVC SDR 26 ® 0.45% - 1 I z10 <br /> o RIM:889.61_ - - w <br /> �_ , BLD:17.98 / 51 50 1 1 49 1 1 48 47 w (A 34 1 1 <br /> INV.871.63 1 52 o 33 <br /> I I I Ict <br /> X a <br /> N TE: _ wI,2 J - - - - - - _ _ _ _ - - <br /> WET T EXI G 16' IP I 4 I - - - - - w 0 <br /> - - - - - <br /> WATERMA C OR TO 1 F- - - - - - - - - - - � \ = - - - - - - - - - - - - <br /> FIEL D YERff0_6 0 A ON 98' - 8" PVC SDR 26 ® 0.45% I I \ p I I I I I I I I - < - <br /> E A N. - - - - I L- - - - - - - J L- - - - - - - - <br /> , I <br /> N <br /> 1 325L - - - - - - � y <br /> 3 35- - - -INFILT=880.0- <br /> 0 1 / <br /> 0 <br /> z ^I - - - - - - - - 1 1 1 p L- - - - - - ---- - - - - -I L- - - - - - - - - - - - - <br /> o o i+oo 8 D P CL52 WM + 2 5 1 <br /> - - - <br /> _ V - - - - - - - - - - - I 1 46 <br /> Q 1 <br /> MH-12 <br /> 54 z I L_ - - - - MH21 - � 31 <br /> 1 � - - - -RIM:888.61 - 1 1 <br /> 1 % j -RIM:890.11-1 <br /> U - BLD:17.94 �J I BLD:11.39- 3 1 <br /> INV:872.17 I I I T INV:877.22 <br /> L- - - - - - - - - - - -- I w <br /> I I n� - - - - - - - - - - _ <br /> ° I w <br /> 0 <br /> Y 11 I o 55' - 8" PVC SDR 35 ® 0.45% 0 , _ _ , 1 Uj <br /> �� 55 1 I I I� - - - - - - - - - ' 1 30 <br /> J I L - - - - - - - - - - - 3 1 I , <br /> m - - - - - - - - - - � "' II I _ _ - - -1 \\ 37 1 _ <br /> 44 <br /> 1 I 0 _ m 1 - / _ �\ \ MH-22 <br /> - cn 5 6 / RIM:888.82 <br /> L - - - - - - - - - - J �9 1 I / � _ _ ) \ BLD:11.25� \ 38 / I <br /> _ MH-13 1 / \ INV•877.57,- \ <br /> RIM:889.15 �' I <br /> \ / <br /> I I BLD:15.59 o - - - - - - - - - - / � � '99' - 8" PVC SDR 26 ® 0.80% 29 <br /> \ / / <br /> INV:873.56 _ - - - - - - - - - I // / ,/ < 43 <br /> MH-23 , J L -57 INFILT=880.0- r <br /> _ RIM:892. i 15 <br /> 40' - 8" PVC SDR 26 0 0.45% _ - - - - - - I <br /> BLD:13.68 <br /> INV:878.46 p <br /> o I 42 <br /> IL - - - - - - - - - - J - - - - - - - - - - J <br /> CD114' - 8" PVCSDR2602.50% <br /> 1 / \ <br /> STUB-13S - <br /> INV:873.84 / \� �� / // 41 / / <br /> l WETLAND �� MH-24 <br /> I I RIM:896.07 / I I 0 25 50 100 <br /> BLD:14.66 / 40 <br /> \ i INV:881.41/ MH I25 39 <br /> C <br /> RIM:898.54 GRAPHIC SCALE IN FEET <br /> 94 - 8 PVC SDR 26 ® 4.00% BLD:13.35 <br /> INV:885.19 <br /> J BENCH MARK <br /> L - - - - - - - - - J L - - - - - - - - TOP NUT OF HYDRANT AT NE QUAD <br /> OF INTERSECTION OF NOWTHEN <br /> \ BLVD. N.W. AND 167TH AVE. N.W. <br /> I ' <br /> EL=890.48 <br /> I I <br /> TOP NUT OF HYDRANT DIRECTLY <br /> NORTH OF INTERSECTION OF 167TH <br /> AVE. N.W. AND COQUINA ST. N.W. <br /> P118MBNEERengineeringEL=901.06 <br /> 00-ENG-123074-SHEET-SSWR <br /> CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br /> Revisions PRELIMINARY SANITARY SEWER & LElV 1V Aim(651)681-1914 <br /> I hereby certify that this plan was prepared by Date �7�7 7� HARMONY FARMS <br /> �. 1. 2024-02-05 City Comments <br /> 2422 Enterprise Drive me or under my direct supervision and that I Name <br /> Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 6.10 OF 30 <br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn WATERMAIN PLAN PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA <br /> ©2023 Pioneer Engineering,P.A. <br />