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...._ .... _._.._._ ... .......... .... RIM: 900.70 INV: 894.70 t t _ EX. 15" RCP 72' @ 0.64% LOWER RIM AND CHANGE CASTING RIM:900.99 181ST AVENUE NW INV: 895.09 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - - -- 9 - - -- 9 - -- 9 9 - - -- 9 - - -- 9- $FMQYE- 9 9 EX. 12" RCP --- - - - -- - --- -- BOX TO 6' DEPTH 42' @ 2.10% EX. CBMH -101_ ___EX 15" RCP �- - -- -LOWER RIM AND CHANGE CASTING- r 123' @ 0.23 %, C - - - _ RIM: 899.74 \ 1 I INV: 894.14 \� / ABA DON IN PLACE N POND 4 EX FES- 10o-�.._ / EX. MH -13 -� OUTLET =894.6 RIM: 896.78 } / O HWL =896.5 - -/ 2 RIM: 899.96 / /k16- IN V: 890.96 _ E.O.FVOL -11 / ,'EX. 30" RCP � - -- NEW CASTING WET VOL-11.150 AC-FT 30' @ 0.80% / 1 EX. CB -113 \ STOR. VOL =4.313 AC-FT ZEMO YDR T / /�/ 1 RIM 899.88 / A VA / / 1 -� INV: 896.08 \ OUTLOT A /,/ EX. 27" RCP EX. 8" PVC I / - 161' @ 0.13% 1 138' @ 0.54% EX. MH -14 I" \ EX. 8' PVC / OUT OT ERIM:90o.98 194' @ 0.71% / 1 EX. MH V: 890.53 \ / / EX. CBMH -102 1 1 RIM: 899.58 4 \ /x 2 RIM: 89.50 IN INV: 8944 21" R .45 , 1 EX. 21" RCP J d / \ PLUG 1 EX. 18" RCP 50' @ 0.16% 1 1 3 26' @ 1.567 I EX. 15" RCP \ \ REMOVE CURB / / EX. MH -12 / EX. CBMH -116 I .1 L 28 @ 0.79% / BOX TO 6' DEPTH / RIM: 900.85 / SEX. .\ (TYP.) , / INV: 890.00 \ \ RIM. 899.36 / \ / / INV: 894.96- RIM: 899.03 / 6 EX. 8" PVC \ INV 894.63 ABANDON IN PLACE / EX 15" RCP � EX. MH -11 155' @ 0.63% % 28' @ 0.46% 1\1 RIM: 901.65 EX. 8" \ PVC IN V: 889.15 / \ / // 149' @ 0.39% CB -1175 RANT \� \ RIM. 899.29 I rJ EX 8' PVC �- INV: 895.19 8 "x6 "RED 1 / -/�// YD / NT 113' @ 0417 t,MO \ 6" 90' BEND 1 1 \ ��ttt \ / EX. MH 4 I AND TE Al N / 10' -6 "DIP CL52 4 RIM. 900 07 / r A GND. E PI *NEERengineerang 2422 Enterprise Dwe (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 8h - .0- ereng- @ 2013 Pi-- Fnguuaing, PA. I hec� certify t Nu plan was pr,p i by Name e der y duel -p-mm and ma dWy Licensed P-fawW Engmn 19860 .der dsc laws of dre Sane ofMUmesou Re No. Revisions 1. 5292013 CITY C�S INV: 894.95 EX. 8" PVC 82' @ 0.53% EX, 15" RCP 63' @ 0.30% X CBMH 105 RIM: 899.44 INV: 895.24 , EX. CBMH -106 RIM: 899.78 INV: 895.88 EX. 8" PVC 161' @ 0.46% RIM. 900.94 \ II INV: 891.34 I \ I EX. 8" PVC 75 @ 0.35% EX. MH -9 RIM-901 30 INV: 89170 g g g 9 --- - - --EX 15' RCP - - - -- �154 @ 0.40% ' " r I 2 REMOVE EX. EXFES -5 ABANDON SANITARY SEWER PIPE ?'> - INV. 888.92 r q - )) -))- INV - 891.90 OUT INV: 896.28 - 1 1 ABANDON WATERMAIN PIPE r 3 EX. 8" PVC - [ 1 REMOVE EX. 18' RCP <\ 133' @ 0.45% EX. 8" PVC G r ® ABANDON STREET CB STRUCTURE 124' @ -2.16% _ X NEW /ADJUSTED STREET CB STRUCTURE 3 \ y / -' EX. 8" PVC ABANDON BEEHIVE STRUCTURE 0 NEW /ADJUSTED BEEHIVE STRUCTURE INV: 894,5 I \ HYDRANT "x6 "R REMOVE HYDRANT 145' @ 0.25% NEW HYDRANT ua EXISTING GATE VALVE CA NEW 18" RCP CL5 85' ® 0.00% - - N 9 6" 90' ND/ r EXISTING CURB STOP Yf ABANDON CURB STOP - EXISTING WATER SERVICE PIPE - X. MH -10 ` 13' -6 "DI CL52 r . EX MH -3 I RIM - 902.40 - "c�,p : E _gyy{g RIM: 900.86 INV 888.14 \ Gj / `\ INV: 888.46 EX. 8" Pvc / OUTLOT C i EX. CBMH -146 146' @ 1.07% RIM: 899.68 INV: 894.58 IEX. MH -1 EX. 8" PVC 18" RCP R7901.92 ° 166' @ 1.13% ,-EX. 79' @ 0.21% i r r / EX. 8" PVC EX. 901 6 RIM: 901.68 rr a r 180TH LANE 4 2' @ 3.74% INV: 886.48 NW 1/ r r /\ r r � r \ r \ r r .159 r \ ti AFT PI *NEERengineerang 2422 Enterprise Dwe (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 8h - .0- ereng- @ 2013 Pi-- Fnguuaing, PA. I hec� certify t Nu plan was pr,p i by Name e der y duel -p-mm and ma dWy Licensed P-fawW Engmn 19860 .der dsc laws of dre Sane ofMUmesou Re No. Revisions 1. 5292013 CITY C�S INV: 894.95 EX. 8" PVC 82' @ 0.53% EX, 15" RCP 63' @ 0.30% X CBMH 105 RIM: 899.44 INV: 895.24 , EX. CBMH -106 RIM: 899.78 INV: 895.88 EX. 8" PVC 161' @ 0.46% RIM. 900.94 \ II INV: 891.34 I \ I EX. 8" PVC 75 @ 0.35% EX. MH -9 RIM-901 30 INV: 89170 g g g 9 --- - - --EX 15' RCP - - - -- �154 @ 0.40% ' " r I 2 REMOVE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EX. CB -115 RIM: 899.58 11 q - )) -))- I OUT INV: 896.28 - 1 1 ABANDON WATERMAIN PIPE r 3 EX. 8" PVC - [ 1 I I 133' @ 0.45% EX. 8" PVC I 11 j I ® I I 1 ` iil d l l O I EX. 8" PVC X102' @0.41 %I I I X EX. MH -6I RIM: 899.71 EX. 8" PVC INV: 890.01 4 11 5 r @I oi3a% EX. 8" PVC 83 @ 0.47% EX. 15' RCP 66' @ 0.82% 1 I L -- L- IT I N.6 _WAY G_.....TL_ -EX. 15' RCP r -185' @ 1 /I 1 EX. MH -7I _ 13 RIM: 900.10 IN V: 8 90.50 2 ® 1 11 REMOVE 3 EX. 15" RCP 1 80' @ 0.09% I I L- - - - -J L - - -J L - - -J -- - -- EXISTING SANITARY SEWER PIPE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EXISTING STORM SEWER PIPE REMOVE STORM SEWER PIPE - )) -))- NEW STORM SEWER PIPE OUT EXISTING WATERMAIN PIPE H ABANDON WATERMAIN PIPE 'I I 81 Ial EX. 8" PVC 170' @ 0.48% 1; EX. MH -19 RIM: 902.05 INV: 892.25 I I I \$ 1, \� 179TH AVE NW Dade 429-2013 Designed PSC PRELIMINARY UTILITY PLAN Drawn H M -t EX. CBMH -114 RIM: 900.30 INV: 895.80 REMOVE EX. 12" RCP 42' @ 0.91% ABANDON IN PLACE EX. MH -17 RIM-899.77 INV R92 17 NEW 15" RCP CL5 116' ® 1.47% EES -115 INV: 897.50 3 z ABANDON IN PLACE W EX. MH -16 RIM: 900.67 NINV: 891.47 W Ir O _j REMOVE J EX. CB -108 P RIM: 900.01 INV: 896.91 REMOVE EX. 12' RCP 85' @ 0.38% EX. MH -18 RIM: 901.68 INV: 891.18 NEW 12" RCP CL5 X34' ® 0.06% CBMH -107 INV: 896.61 TNV:896.61 �REMOVE EX. EXCBMH -107 RIM: 900.99 INV: 896.49 NEW 12" RCP CL5 73' @ 0.07% 'INV: 896.66 .INV: 896.66 -EX. 12" RCP ,100' @ 0.29% EX. CB -110 -RIM: 899.66 INV: 897.05 MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH MAPLE GROVE, MN 55369 UTILITY REMOVAL NOTES WATERMAIN SAWCUT AND CAP ENDS OF WATERMAIN AT LOCATIONS SHOWN. DRAIP ABANDONED WATERMAIN, CAP ALL ENDS AND FILL WITH SAND. SALVAGE HYDRANTS AND 6" GATE VALVES AS NOTED AND CAP HYDRANT LEAD. REMOVE VALVE BOXES OF ABANDONED VALVES TO A MINIMUM OF 4' BELOW PROPOSE[ FINISHED GRADE AND BACKFILL WITH SUITABLE MATERIAL. SANITARY SEWER CAP THE ENDS OF SANITARY SEWER PIPE AND FILL WITH SAND AT LOCATIONS SHOWN. SANITARY SEWER MANHOLES SHALL BE REMOVED TO A MINIMUM DEPTF OF 4' BELOW PROPOSED FINISHED GRADE. BACKFILL ABANDONED STRUCTURES AND PIPE WITH SUITABLE MATERIAL. THE BOTTOMS OF ALL ABANDONED STRUCTURES SHALL BE PERFORATED TO PREVENT ENTRAPMENT OF WATER PRIOF TO BACKFILLING. STORM SEWER COMPLETELY REMOVE ALL STORM SEWER STRUCTURES AND PIPES NOTED. WATER AND SANITARY SEWER SERVICES REMOVE INSTALLED WATER AND SANITARY SEWER SERVICES TO THE CURE STOP BOX. SHUT OFF CURB STOP AND REMOVE CURB STOP BOX. CAP EN[ OF SANITARY SEWER SERVICE. LTTII.TTI' LEGEND -- - -- EXISTING SANITARY SEWER PIPE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EXISTING STORM SEWER PIPE REMOVE STORM SEWER PIPE - )) -))- NEW STORM SEWER PIPE - ---- - - - -I- EXISTING WATERMAIN PIPE ----- I- - - - -1- ABANDON WATERMAIN PIPE -1-1- NEW WATERMAIN PIPE EXISTING SANITARY SEWER MANHOLE 0 ABANDON SANITARY SEWER MANHOLE EXISTING STREET CB STRUCTURE ® ABANDON STREET CB STRUCTURE ® NEW /ADJUSTED STREET CB STRUCTURE 0, EXISTING BEEHIVE STRUCTURE 0 ABANDON BEEHIVE STRUCTURE 0 NEW /ADJUSTED BEEHIVE STRUCTURE EXISTING HYDRANT V REMOVE HYDRANT i� NEW HYDRANT ua EXISTING GATE VALVE CA ABANDON GATE VALVE N NEW GATE VALVE EXISTING CURB STOP Yf ABANDON CURB STOP - EXISTING WATER SERVICE PIPE - ABANDON WATER SERVICE PIPE - EXISTING SANITARY SEWER PIPE - ABANDON SANITARY SEWER PIPE 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 0btNG 113M7- SHEFT -= KLIEVER LAKE FIELDS 4TH ADDITION % OF 9 ELK RIVER, MINNESOTA