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<br /> -4-,?------... .. . PRELIMINARY UTILITY PLAN
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<br /> eJMe I HILLSIDE ESTATES 9TH ADDITION
<br /> Elk River. Minnesota.
<br /> Fps —,``I VICINITY MAP
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<br /> lT ` �<OT ` 11111
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<br /> >\ 31 3�., J 1 LEGEND
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<br /> O� ! \ / ^ I it= EeiaGng Storm Sewer
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<br /> \I 4)»—Propasrd Stam Sewer
<br /> ,moi \\ C' , `�. I I .S;_i._..-Existing Sanitary Sewer
<br /> 7 \ > l > .,./ `) \ wso i)-›—Proposed Sanitary Sewer
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<br /> \ s+'1 aE sess 5;-I---E,latirry Walermain
<br /> (J] i i E P.O.', 6)-I—Propised Vhltermain
<br /> l \ \\'`� N'- ?) o Denotes Catch Basin
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<br /> B cS Denotes Sanitary Manhole
<br /> �� �'f .L 9'2Q• 19 '0 Dervotes lei ro Manhole
<br /> // 1J, o Denotes Storm Inlet/Outlet
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<br /> ( II Cx1 Denotes Cate Valve
<br /> 2^ \\ ` ! B���P ,°E 29014- 1 GD 1'' 'CI Denotes Rip ant e: Valve
<br /> 28 9 i U� , yDenoles Rip Rap
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<br /> NOM: onlra.acr Shoo notify engineer and the City of Elk krver
<br /> J /-'',\\ ,,\\ /'c4 <v-//� 3 a minimum at[i hours prior to any interruptiun of
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<br /> �C' Cz. ! y y sonars!sewer ar corer ser.¢e to t.istk,g+:.tined.
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<br /> \•� 't / N M I' 1)Tile information shown on these drawings concerning type and
<br /> t3 1 7 /�- eta, \ \.`\ 0 for titian of existing utilities is not guaranteed to be accurate
<br /> „ .../. j _ /r J or all inclusive. The contro:tor is responsible for making his awn
<br /> (j)` '-.-b--.. / ^`•\ N. 1 determination as to the type end Ixayion or ulP1iea os rnop
<br /> ad aped ......w".....1.E Vele - \"' J 1 n I be necessary to avoid damage to these utilities. •
<br /> \�t `�♦/ a \ \ ...• t., CI 1 '2+ The Contractor shod be respmable for existing Coity locations.
<br /> Y.�: �s� �.`J � ` '1,\_ 1 i Carl Gopher Slot*Ott of 15.1-0.762 for 1o.otions.
<br /> t /� SANITAR7:EWER
<br /> �-' Sanitary'ewer shall be PVC SDP 35 unless otherwise noted.
<br /> • i `� 34 y
<br /> R_E99t. �♦ .w,a i \' 35 I
<br /> 2.polo 4.S2A%' \ 2) Sewer Servis Locations shall be Ce.Mel in the Geld prior to
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<br /> .E 1 \ 36 ,\ i IIII 1.
<br /> WATERktA1N
<br /> ▪ \ , \♦ \ 1 I 1)Water Services shall be 1 inch copper type K.
<br /> \ ,E,w,lrw.were«[ I StORM Iran
<br /> SEWER
<br /> 20 t -— \ �.�. l;Storm Steer lengths include laying length of the apron.
<br /> I r �! qua tawng length of aprons oP be deducted fro payment+ength
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<br /> a� ! CUk65Rf.9360 _ '2 1)Ba:k611ing of Curbs oriLh an-site material is inddenrel to ox,``e•' /.• rE 909. E - Al construction.
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<br /> 4C.a 2) Curb ends shall terminate with a two taxi Bea'•er Tail section. '
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<br /> ' ;1 STREETS `// �/ /v \\ :'illIllit))
<br /> ` q Sow wt existing Bituminous and Concrete Curb to pra.ide
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<br /> serer ` butt faint.
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<br /> ✓ 2)Removal and disposal of existing street materials us required it
<br /> / /// -ti \4L A ` ^� tar'construction i>incidental. Ij
<br /> ♦ J 9 /l \\ \ --� LE.ails ..
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<br /> 1 . GRAPHIC SCALE
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<br /> �i`'.``\\ •• -+ ',, ' 4E;�J,!\.{ E e Rt-o5,-Ns , I Adret 5)' Uwe( this C•On ass t-e o ed DY are 5,
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<br /> reV rPr•w. ,:cw 101x5 my d e t ,-erlisi•.lrl and,'hot. am o da rt;sten d r -
<br /> \. i'�l ♦ / r• 1 i 50 ----- 7essionol engineer.order the •nws at tee State at ar. .e c+_.
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<br /> a ees r- 1/73/W 1822:
<br /> 10 `` _ ,—[ ,--+ , �:e• I• ` O't c' REC. N0.
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<br />\ �/ { '�. CHARLES W. PLOWS CONSUL 77NG ENGINEER
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<br /> /� 9780 iECfONANUEN.E.CfRaE FYNES• my 550,4 (612) 785-•.
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<br /> \ 13 i /. 4 ` C Prepared tor. DATE:I/IC/.9
<br />• a.nn.01 5 Riverside Development Corp.
<br /> '\ .I r. IL Cl
<br /> C:162��• —� _ 19230 Evans Sweet` I Elk River,MN 55330
<br /> [ Tel:(612)241-1801 ,
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