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FERNWOO <br />MH 8 <br />53+35 <br />I E- 892.75 <br />C -905.5 <br />S2 +89 1 <br />IE=892.48 <br />CBE ■904.5 <br />2 3 <br />S-1 +18 <br />IE- 891.25 <br />CBE =901.5 <br />S =1 +89 <br />IE■891.78 <br />CBE -902.2 <br />5•1+82 <br />IE 891.71 <br />CBE -902.2 <br />9 <br />E- 891.17 <br />E=901.7 <br />0 +18 <br />E■890.57 <br />E ■901.3 <br />IE -88 &11 <br />CBE =901.0 <br />BLOCK 2 <br />WeUme A <br />22,709 e9.n. 0.52 ec. <br />WATER ELEY.- <br />585.9 (855029) <br />12/29/2010 <br />EL.SPSS <br />MERRILL T, <br />I I <br />LLJ <br />T EXISIING <br />_y_ DIP <br />r <br />LJ. <br />I i I <br />LLJ <br />r r <br />J <br />s <br />RETAINING WALL <br />SEE GRADING <br />PLAN <br />"t <br />Y N <br />L1J <br />45' BEN <br />Nn NorI f <br />�E. P9&716f <br />LJ. <br />5 <br />Iv <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 300 <br />MINNEAPOLIS, MN 55415 <br />PHONE (612) 75 &3080 <br />FAX (612) 768 -3099 <br />EMOVE PLUG MD <br />CONNECT TO EXISTING <br />6' DIP W/uA <br />EXISTING HYDRANT <br />r <br />!HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I <br />AMA DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OP <br />MINNESOTA <br />CLARK WICKLUND, PE <br />DATE LICENSE NO. <br />PROJECT TEAM <br />DESIGNED: <br />DRAW <br />PROJECT NO: <br />QA/QC REVIEW <br />BY DALE <br />MPR <br />ELL <br />100054 <br />DATE ISSUE <br />2--0-11 <br />HYDRANT <br />r <br />G.V.. 1 <br />_8" <br />El- 4.901.0 <br />DATE ISSUE <br />5■1 <br />E= 887.44 <br />11.25' BEND <br />CITY SUBMITTAL <br />6" <br />r <br />!R <br />1 f <br />1 1 <br />1 <br />VAPPRON. 008E OF WATER <br />2. XX <br />NOTES <br />LEGEND <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />A'LJ:L_BHR.m <br />BT 1/W <br />SEE NOTE I5 -1\ <br />5 SANITARY SERVICE WYE STANCH <br />(FROM DOIINSTREAA MH) <br />IE SANITARY SERVICE INVERT ELEVATION <br />CBE CURB BOX ELEVATION <br />R RISER LENGTH (ACTUAL L90S1H. NOT VERT. #ASE <br />(VERTICAL 181GHT R X 0.8509) <br />171= Ee7.19 <br />"k(OtRJ- 887.11 <br />1. TYPICAL U3T SERVICES INCLUDE 1 -4' PVC 5CI4 40 SANITARY <br />SERVICE AT 2% MIN. SLOPE AND 1 -1` HOPE SR -9 CTS 111TH 1' <br />CORP STOP AND CURB STOP. <br />JOSEPHINE WOODS <br />SANITARY SEWER AND WATERMAIN PLAN <br />AND PROFILE <br />ti <br />0 25 50 <br />SCALE IN FEET <br />930 <br />920 <br />910 <br />900 <br />890 <br />880j <br />870 <br />860 <br />REMOVE DIP PLUG {4ND <br />CONNECT INSTALL DIP VC <br />CONNECT FITTING TO EXISTING <br />6' WATE AIN <br />7.5' MIN. i�.....7 6" <br />COVER C900 697. WA PYC 1 <br />3427 of B' P111L 35 O 0.7% <br />H of <br />EX SAN MN I STA.2+34.08 <br />STA 1 +18.03 OFF:1.64L 4 86 R <br />LaRue RE FROM R1Mr904.68 <br />91 O1 TO 909.62 INV 0U11891.37 <br />..._..._........_._L._.._. 1111 <br />18I 7 <br />STA:5+75.75 <br />OFF:0,00 <br />''RIM:9001B <br />INV IR 888.97 <br />INV OUT:888.97 <br />1 <br />114 -4 <br />STA:17 +23.12 <br />OFF 0.00 <br />RIM:893.85 <br />INV IN: 88296 <br />INV IN: Mass <br />INV OUT:880.96 <br />01 <br />m <br />0 <br />01 01 <br />50 <br />rn <br />N <br />0 <br />09 <br />CO <br />01 <br />m <br />d <br />m <br />05 <br />1'. <br />01 <br />CO <br />CO <br />01 <br />50 <br />m <br />go <br />ID <br />m <br />O <br />01 <br />CO <br />03 <br />m <br />v <br />a <br />co <br />a <br />m <br />n <br />m <br />N <br />h <br />m <br />1 930 <br />920 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />0 +00 <br />1 +00 <br />2 +00 <br />3 +00 <br />4 +00 <br />5 +00 <br />6 +00 <br />7 +00 <br />8 +00 <br />10 <br />100 <br />SHEET 10 of 14 <br />