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9 9 9 9 9 9 <br />9 9 9 9 9 9 <br />C <br />\I <br />1 <br />II <br />f <br />REMOVE <br />EX. EXFES -5 f I <br />RIM: 893.72 <br />IN V: 891.90 <br />REMOVE <br />EX. 18' RCP I <br />124' @ -2.16% <br />f <br />INV: 894.58 <br />NEW 18" RCP CL5 <br />85' ® 0.00% <br />• RIM: 902.40 <br />INV: 888.14 <br />EX. 8" PVC_/ <br />EX. CBMH -146 146' @ 1.07% <br />RIM: 899.68 <br />INV: 894.58 <br />;\EX. 1s RCPT <br />79' @ 0.21% <br />PIZNEEReng'ineei ing <br />_. E_X. CBMH -111 EX. CBMH -112 I <br />..._.. ._....... _. ... .... _......._. _.. LOWER RIM AND CHANGE CASTING <br />.._._ ._. RIM:900.70 _.. _.......... <br />INV: 894.70 181ST A <br />/-RIM: 900.99 <br />t <br />VENUE NW IN V: 895.09 <br />EX. 15" RCP t <br />° 4 9 9 9 9 72' @ Oy - 9 y 9 <br />9 9 9 9 <br />9 - - -- 9 - - -- 9 9 9 9 9 9 9 9 <br />---------- BEMQVE_CS1L6- - - - -- - - - -EX. 12" RCP - -9 <br />- - -- - - -- - - - -EX. 15" RCP -- - -- <br />BOX TO 6' (T�, 47 @ 2.10% f 154 @ 0.40% <br />EX. CBMH -107_, EX. 15" RCP E-----E <br />EX CBMH -114 <br />r -- o. ---- - - - -�\ RIM: 900.30 <br />-LOWER RIM AND CHANGE CASTINGS 123' @ 0.23%, <br />\ PLUG INV: 895.80 <br />RIM: 899.74 / 1 I e <br />POND 4 INV: 894.14 \- ABA DON IN PLACE G. <br />OUTLET =894.6 FX FES - 100--- -,. / EX. MH -13 EX. MH -15 ni REMOVE <br />HWL -896.5 RIM: 896.78 - / O RIM: 899.96 I I RIM:900.07 EX. 12" RCP <br />'/ _ _ IN V: 890.96 _ w _ INV: 891, 37 42' @ 0.91% <br />E.O.F. =901.0 /,-EX. 30" RCP - Ki6 NEW CASTING - -41 LU <br />WET VOL-11.150 AC-FT / - - - <br />STOR. VOL =4.313 ACTT / 30' @ 0.80% / 1 X 8_113 1 Q r -- ABANDON IN PLACE <br />/ REM YDRAI.IT / /// 1 -� RIM: 899,88 I 2 REMOVE EX, MH -17 <br />A ATE VAL / / 1 5 <br />INV: 896.08 `" "� X. -11 RIM: 899.77 <br />EX. 27" RCP / / 1 1 EX. 8" PVC I �I I RIM: 899.58 11j INVRQ2 t7 <br />OUTLOT A 1 q INV: 896.28 I NEW 15 RCP CL5 <br />' 161' @ 0.13 138' @ 0.549, - 1 116' 01 . 47% <br />/ 1 - Ex. MH -14 <br />OUT OT ERIM: 900.96 I r <br />EX. 8' PV 3 EX. 8" PVC 1 I FES -115 <br />C / <br />1 W V 890.53 I I 133' @ 0.45% I 11 INV: 697.50 <br />194' @ 0.71% / 1 Ex. MH -5 - I I <br />\ / EX. CBMH -102 1 1 RIM: 899.58 4 I EX. 8" PVC <br />RIM: <br />/� ^\ 2 899.50 INV: 889.48 J 146' @ 0.57% 1 I LUG 3 <br />/ <br />\ INV: 894.45 S 1 Ex, 21" RCP '' PLUG Z <br />PLUG 1 50' @ 0.167 S j L =_- - 1 ABANDON IN PLACE <br />/ EX. 18' RCP 1 1 EX. 15" RCP - L- -- lit -- W EX. MH -16 <br />REMOVE CURB j / X. H -1 3 26' @ 1.56% _ I -� - - --1 w BOX TO 6' DEP / :900.85 / EX. CBMH -116 L ®0.79! _ i UG PL1 RIM: 900.67 <br />/ INV. 890.00 RIM: 899.36 I° . I H- INV: 891.47 <br />(T .) ' RIM: 899.03 ) I I I O I to <br />INV: 89a.96- i EX 8' PVC - <br />/ 6 EX. 8" PVC \ INV: 894.63 /- I I I I <br />ABANDON LACE / EX 15" RCP / 102' @ 0.41% <br />X. H -t 155' @ 0.639. 28' @ 0.46% ' i / Ex MH -6I I O <br />IM: 901. \ ` \., / - RIM. 899.71 Ex 8" PVC REMOVE <br />V;88f/15 / Ex. 8" PVC \ <br />149' @ 0.39% \ -? <br />EX. 8" PVC\ <br />0 \ 113 @0.41% \ <br />,AND TE \ / EX. MH -4 <br />\ / RIM: 900.07 / <br />4 INV: 888.92' <br />UG \ \ / <br />^G <br />\ 2 \ <br />' <br />3 \ <br />\ <br />HYDRANT <br />ABANDON SANITARY SEWER PIPE <br />8"x6"R <br />/ <br />\ <br />6" 90' ND / <br />` <br />13' -6 "DI CL57 <br />• 1O <br />EL .=9�9 <br />EXISTING WATERMAIN PIPE <br />----- I- - - - -I- <br />ABANDON WATERMAIN PIPE <br />-1 !- <br />NEW WATERMAIN PIPE <br />X. MH -1 <br />RIM: 901.92 <br />a <br />EX. 8' PVC <br />3.74% <br />INV: 886.48 <br />jEX. CB 7 <br />-- - - - <br />\� INV: 89 0.111 168' @ 0.34% <br />RIM: 899.29 HYDRANT <br />ABANDON SANITARY SEWER PIPE <br />(/ <br />° \ \ EX. 8" PVC 5 6 <br />- INV:895.19 g• * BE D. <br />6' 90' BEND <br />10' -6 "DIP CL52 <br />'- \ \ 83' @ 0.47% <br />- \ \ EX. 15' RCP <br />\ 66' @ 0.82% 1 <br />ND. Ex. CBMH-104 <br />L'' RIM: 898.95 <br />8.95 <br />`- \ L -- <br />1\ <br />L- <br />1 t <br />1 <br />r <br />1 <br />EX. 8" PVC <br />145' @ 0.25% <br />I <br />I <br />MH -3 <br />RIM: � <br />�Fp INV: 888.46 <br />OUTLOT C <br />I <br />I <br />I <br />EX. 8" PVC <br />166' @ 1.13% <br />i <br />i T <br />' I <br />i <br />i I <br />i I <br />i C <br />2422 Ent se Drive (651 681 -1914 1 ° �''"n�ry mm mapw d.,, P,cv �e 6v I k °�.. <br />�P Nvnc rt G __ szvzol1 cm cone mrrs <br />Mcndom Heights, MN 55120 www PFa 681g9d86 m, dwy zra°asa nwn.ww� <br />Biota <br />= Nc laws of Ne Suit of Minncsau Reg. No, 19W D­ 0429301? <br />INV: 894.95 <br />EX. 8" PVC <br />82' ® 0.53% <br />EX. 15" RCP <br />63' @ 0.30% <br />EX, CBMH -105 <br />RIM: 899.44 <br />INV: 895.24 <br />IEX. CBMH -106 �' <br />RIM: 899.78 <br />INV: 895.88 <br />EX. 8" PVC <br />161' @ 0.46% <br />INV: 891.34 <br />EX. 8" PVC <br />75' 0 0.35% <br />EX. MH -9 <br />RIM: 901.30 <br />INV: 891.70 <br />EX. 15" RCP - - <br />JI i r -185' ® 0..287- - <br />I�I I I I <br />jl I 1 EX. MH -7 <br />RIM: 900.10 <br />IN V: 890.50 2 <br />®1 11 REMOVE 3 <br />EX. 15" RCP <br />80' @ 0.09% <br />I I <br />L--- -'J L- - -J I --- --� <br />4u 44 <br />I <br />I <br />I <br />i I <br />OU H <br />I8j Ex, 8" PVC u <br />I 170' @ 0.48% <br />EX. MH -19 <br />RIM: 902.05 <br />INV: 892.25 <br />I <br />I <br />I <br />� \8 <br />179TH AVE NW <br />P/L29.201? PRELBIINARY UTILITY PLAN <br />C <br />eNM <br />EX. CB -108 <br />^RIM: 900.01 <br />INV: 896.91 <br />REMOVE <br />-EX. 12' RCP <br />85' @ 0.38% <br />-EX. MH -18 <br />RIM: 901.68 <br />INV - 891.18 <br />_NEW 12" RCP CL5 <br />,34' ® 0.06% <br />CBMH -107 <br />-INV: 896.61 <br />'INV:896.61 <br />REMOVE <br />-EX. EXCBMH -107 <br />RIM: 900.99 <br />-INV: 896.49 <br />-NEW 12" RCP CL5 <br />!73' ® 0.07% <br />EX. CBMH -109 <br />RIM: 899.76 <br />'INV: 896.66 <br />.INV: 896.66 <br />SEX. 12" RCP <br />_100' @ 0.29% <br />EX. CB -110 <br />=RIM: 899.66 <br />INV: 897.05 <br />UTILITY REMOVAL NOTES <br />WATERMAIN <br />SAWCUT AND CAP ENDS OF WATERMAIN AT LOCATIONS SHOWN. DR <br />ABANDONED WATERMAIN, CAP ALL ENDS AND FILL WITH SAND. SALV/ <br />HYDRANTS AND 6" GATE VALVES AS NOTED AND CAP HYDRANT LEAD. REM( <br />VALVE BOXES OF ABANDONED VALVES TO A MINIMUM OF 4' BELOW PROPO! <br />FINISHED GRADE AND BACKFILL WITH SUITABLE MATERIAL <br />SANITARY SEWER <br />CAP THE ENDS OF SANITARY SEWER PIPE AND FILL WITH SAND AT LOCATIOP <br />SHOWN. SANITARY SEWER MANHOLES SHALL BE REMOVED TO A MINIMUM DEF <br />OF 4' BELOW PROPOSED FINISHED GRADE. BACKFILL ABANDONED STRUCTURE'. <br />AND PIPE WITH SUITABLE MATERIAL. THE BOTTOMS OF ALL ABANDONED <br />STRUCTURES SHALL BE PERFORATED TO PREVENT ENTRAPMENT OF WATER PR <br />TO BACKFILLING. <br />STORM SEWER <br />COMPLETELY REMOVE ALL STORM SEWER STRUCTURES AND PIPES NOTED. <br />WATER AND SANITARY SEWER SERVICES <br />REMOVE INSTALLED WATER AND SANITARY SEWER SERVICES TO THE CL <br />STOP BOX. SHUT OFF CURB STOP AND REMOVE CURB STOP BOX. CAP E <br />OF SANITARY SEWER SERVICE. <br />U17LPI'Y LEGEND <br />-- - - - <br />EXISTING SANITARY SEWER PIPE <br />- -ti-- -y- <br />ABANDON SANITARY SEWER PIPE <br />- - -- - - <br />EXISTING STORM SEWER PIPE <br />---- �r- - --�>- <br />REMOVE STORM SEWER PIPE <br />NEW STORM SEWER PIPE <br />- - -I - - -I- <br />EXISTING WATERMAIN PIPE <br />----- I- - - - -I- <br />ABANDON WATERMAIN PIPE <br />-1 !- <br />NEW WATERMAIN PIPE <br />EXISTING SANITARY SEWER MANHOLE <br />0 <br />ABANDON SANITARY SEWER MANHOLE <br />-° <br />EXISTING STREET CB STRUCTURE <br />15 <br />ABANDON STREET CB STRUCTURE <br />® <br />NEW /ADJUSTED STREET CB STRUCTURE <br />" <br />EXISTING BEEHIVE STRUCTURE <br />O <br />ABANDON BEEHIVE STRUCTURE <br />® <br />NEW /ADJUSTED BEEHIVE STRUCTURE <br />29 <br />EXISTING HYDRANT <br />[f <br />REMOVE HYDRANT <br />NEW HYDRANT <br />M <br />EXISTING GATE VALVE <br />M <br />ABANDON GATE VALVE <br />/•t <br />NEW GATE VALVE <br />�P <br />EXISTING CURB STOP <br />1Y <br />ABANDON CURB STOP <br />- <br />EXISTING WATER SERVICE PIPE <br />- <br />ABANDON WATER SERVICE PIPE <br />- <br />EXISTING SANITARY SEWER PIPE <br />- <br />ABANDON SANITARY SEWER PIPE <br />I <br />0 25 So 100 <br />