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='LACE <br /> JTILITY PLAN <br /> CITY <br /> INN ESOTA. <br /> ._.h^_ - .. 'OONNECY TO(815780 <br /> 8.0P STUB k EXTEND <br /> r . AS SHOW. <br /> _9 NV..e67.o ' F. 7 003. <br /> d'166 N=8)4.00 ..v . <br /> a ucn �.I r L.1-/_ • .,1 PARK 7 6 5 4 9 2 l I1 O Vr. -,-- .�n:91,_ <br /> 211•k FE] .RY=8)9.2 F ,. .. 1 I .vK <br /> INV=871.00 rv.ae686 1 MN2 '•1 { wWbS <br /> 22. I <br /> - MHJ �, RI.eeB.9MORtH ORXl ExISRNO <br /> EES I RI4.19e8.6 wV..8 7 <br /> l INV 19)5.9 ' OLE!EXTENO <br /> Nv.e79 B8 iFMPORARY NV-19)).: B. CBB A5 S..DY41. <br /> -. �. ..... AI CUL-DE-SAC R -896 L# la v888`. <br /> \ NV 5n'! I Q <br /> 21 ceMH2s ` wy ��.�R = I <br /> 5C MN• 14 C8MH22 i / RIN=8)9 JC R. 884 38 �O� rA ycRM=B 90 / ".` Rw 8]6G NV.•858 ePVCy +l/�Nv.B 2S-�� ,x._N 9< .1VE8]:11 <br /> ��- 8 .. a�� tl lY LBNN9 �,_ � � ) i/ v1919/e CP _ CB} A -4d ' R .. R B 9 '2'CC82�R15r CB2}RRM1=8)8.26 IRIMu J'e 33 Wv _, BB '., _sib. <br /> PoN=881) 120RIM8)826IINv.=8]5.29 1j IB INV. 1 : B 1) 10 I� 1$ '. 'r �wv=8)8.2Irvv i ,I - fB_ FE2 1112 i m� '�1 18 I % T - mu=: � wN_Ba3 9 v 88J;J�I IJ4 (� 54X14 I I NV.. - -:8]]S .-T 1' -- ] 3T R .61;•:1'1%''''''..:1;1;19 S' INV.873.1 iIIN:1378607 <br /> =8)6L --_ l W '2G.AVE - • I ,J = 54illt I - N.8759{ r / I _ y } <br /> ' ''''' <br /> talc 7 8 5 4 -.- $,-; 2 ,..,t„1 1 L• _ <br /> , ‘. 17 5 I MH10 1D.- ill <br /> s R M ee3o7 sl µ <br /> PROPOSED v aeo}i r <br /> _ I C14=8. 1 <br /> PoM=19190.8 INV. 8)5 {Rl.• UFT '.. �'.si <br /> I INV.-889.5(N) I '0.:00: 1sr. Nv 883.81 --.. JI ^1 <br /> I INV.-(ees.o(w-r "p I I sunal 4]� <br /> ' 6 -rl�1 l r�I- 1-1-1-' i ISI-1-�1 1.-1-1-2,...-4-..6.4,7153-11010.61-5... -1 l�tl m <br /> 11-1986;2 \Noun <br /> \ iiii ��� MIIMINIV a oo e.op _ ..: <br /> V-872.7 1,401, 10403 4 AF - .-.- tl 1 C013 MHO <br /> MH7 9 -1 l q1 <br /> C821 ` ,0,5 T: MM_8:..6I 89•. -� <br /> -M .,03 •M=:ii.0/3 ' •./I IM L 3•NV 1971.91)©iNv RIM.887.08 •M.7. INV 876/i y., <br /> .876.86 INV 877 10 { , IN .078.99 NV. J. -E) =880 6.- Nv=88x.48 INV.677 - - <br /> 1' -MH DROP 1 4 _3- 2 1 f' F`;„�f + <br /> . B 1V..e)z.. 4 3 CBI;-10 c:8 8 wv...87*-[L .. .. I I �, <br /> 5 MV.bao 0 <br /> RBI; 1.02 Po4=882.5 IRv. 1972+^-'N) ''' <br /> J M =8M 21 INV=879.5 . - - _ _ 1 t.' �1 <br /> 1. _- <br /> _ <br /> MH9 wV..88e.6 4 <br /> w[,-LINE OE THE E I/2 OF THE w,/2 OF SEC 31. tizi <br /> RN=683.1 _ 1. O .J <br /> INV.-884.3 .1 -yjV ': <br /> M <br /> 1 1 <br /> MATERIALS. <br /> FORCEMAIN - 6' PVC C 900) <br /> SANITARY SEWER - 8' PVC DR35),0.4% MIN. SLOPE <br /> SANITARY SERVICE - 4' PVC SDR35) <br /> WATERMAIN - 6' &8' DIP(CL 52) <br /> WATERMAIN SERVICE - 1' COPPER <br /> STORM SEWER -- RCP <br /> NOTES: <br /> 1. AU. UTILITIES SHALL BE TO CITY <br /> OF ELK RIVER STANDARDS. <br /> 2. 7.5' MINIMUM COVER ON WATERMAIN <br /> 3. 10' HORIZONTAL SEPARATION BETWEEN mill(T4U1E <br /> SANITARY SEWER AND WATERMAIN. <br /> 4. SILT FENCE SHALL BE INSTALLED AROUND GRAPHIC SCALE ,00 <br /> ALL STORM SEWER STRUCTURES LOCATED <br /> IN THE REAR YARD AREAS. MI M 111111M 11111 = <br /> 5. ALL EXISTING UTILITY ELEVATION SHALL xALZ N MDT <br /> BE FIELD VERIFIED. 1" = 100' <br /> „,z.r. A. .recore3 b. ... MIDWEST <br /> , <br /> a91es Land Surveyors & Civil Engineers, Inc. <br /> I 199 Coon Rapids Blvd. <br /> Cozen Re9id8.Mn. 551:13 <br /> _ i:h!N,,k.._..4 1 / , <br /> � ..,,.. Ph 812-788-8909 Fax 812-788-9200 <br /> 140 Nu. __l I:..3 Book-Page -.:'1 1;;. Aced file ::11 I^.. <br /> Poe 1_J'%9- Reg15l,.:'.. N: -- , k(11097-M1d.ee1 land Survevory k 11.11 Engin ere.Inc. -All Rights Reserved <br /> RE 3.5E2 10.23:9• <br />