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EXISTING UTILITIES STREETS CENTER VILLA 1) The information shown on these drawings concerning type and 1) Saw out existing Concrete Curb ono Bituminous to provide location of l g utilities is not esprnsi to accurate butt joint or . de all nclusive. ive. The contractor is responsible le m for making his own determination os to the type and location of utilities as may 2) Removal and disposal of existing street materials as required be necessary to avoid damage to these utilities for construction is incidental. 2) The Contractor shall be responsible for ex utility locations. NOTE: Contractor shalt notify engineer and the City of CenterWIle PRELIMINARY UTILITY PLAN Coll Gopher State One at 454 -0002 for Inaatigns. o SANITARY SEWER , 1) Sanitary Sewer shall be PVC $DR 35 oxides otherwise noted. sanitary sewer or voter service to existing homes minimum of 24 hours prior to any interruption of CENTERVILLE, MINNESOTA 2) A71 Sanitary Sewer SerNCa s shall be 4' PVC SDI? 35 unless otherwise noted. - NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION 3) Sewer Service locations shall be verified in the field prior to OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY construction. ENGINEER OF ANY DISCREPANCIES PRIOR RIOR TO START OF WATERMAIN INSTALLATIONS. , • ,) Water Services shall be 1 inch copper type K 2) Wotermoin and hydrant Ieods shall be 6 PVC unless otherwise noted. �T n' 3) cure slaps snail be placed at property line I I 25 \ \ 1 , U't' \\ / / I I ��> r 5 b I 26 Chwr[i is IX CLE P WATE H vi_ ADOWS ? 9 CWKCi Ta IX — — — — — — Sw s[w a ,peuun \ I Ex 90 - rE5 \ u'nIXF INV 892.91 \ ESSi. HYDRANT ® \' I EX. MS °,a 2 1 1 5 I _ / �. —� ' ' 'n u - -- _ 1 L 14 ~^ — — \ / — E y ,2- RCP • d' xV 882.95 / --- \ \ . / F%. 80- FEs 1 I 1 \I ' ! LW — E%. tT RCP / ' Al �. INV 8 80 t 2, - 8- I 1/ INV 899.52 O 1 + � 1 4; r;0 19 1� — L /116 TO R 00 a_____ e a: 2 78 17 13 6.5 J ft �n, g _---------- _e„._______ a'^ t 1 1 64.5 - 34 I O 26 'CC - �4 /<' CB. 5 —CY_ / � . ll RIM 906. D f W R14 90 Sa MAIL EASEMENT = Hroe,n 1 ` INV gaze 5 a > ' i C.B 3r O e o IS R e peal% NV B9'. , — O 1> rYO 8 A �q- t1-RCe INV Sol 68 Z33- > ∎�- / - 5 M c — , 12 ' RIPI -RAP lira.) — 'r ell i 1 1 o-R 'k'w q , 2 •��E111 J4OO }W' e'v,C J0.5% •• 5f00 6i r M1 NV •W.50 1 A . CONNECT TO Ex y ' ^- 1 ' - 0 I ` vK WA,UdYN 1 I1 ''1 E _ = -- ' 6 C B J i — rEn.Aw l)11[ ftE co.6 m 906.48 I / NML =898.5 I RDA 9051] .n S9 &. y INV 902. D5 Het- 8996 C.9 6 8 4 I INV 901.53 Y6 1 / 1 RIAI -9060- J A `J I NV 901 32 - -- 1 1 1 0 TB / ( . I d E 2 D f i t P CRAMS SHEET 2) 11 FES c 0.E. 909 OS / \ \ MOWN AN, P � 399 05 . 1 IDP CF BERU oU TLo T A ElFV. 9 0 1.]D m i 6 7 8 / r SI 2 _ 2 r - -� / I // -1 VR99 O • 6E�.♦ 1 1 1 \ I I O a m o i LEGEND: 1 , L- �� 1 i 1 -� 1 MST / I 4 / / 1 INV R S) —Denotes Exi > — Denotes Existing Sanialm9 Wotermoin \ 1 I \ —4 — --- - J�/ ; 1 \ 2 894. �. 2— mry Sewer \ ' \ ,— I — �Denofes Proposed Walermoin G �- 1 4 )— >— Dwwtes Proposed Sanaay sewer _ �\ NJ 1 N'SrES »— Denotes Proposed Storm sewer / � \ 1 I - \ / ,� S � C � f l 1 / I INV 89J 19 C3 5) — • —\ ' / / ' ` \ 1 fSEE DETAIL ON GRADING SHEET 2) CONTROL N 34E.W5 1 \ / �) 1 � I INV 899. / _ I L L J 7 1 i ` — / \ I / —_ — I 1 / r 1 1\ 1 1 1 / / \ 1 �. - -- / - / - I - SIZE fZWNTAC ENGJN££R/NG I hereby canary That this plan was gepe,rd Or me or under y direct supervision and fhoI r a duly registered pro- GRAPHIC SCALE aJ£ 9 /ly /se l avenW p undo ale b e/ the Sf r / K fa PREPARED FOR: f1LES W.PLO$Ec NSULm%t3ENCAUEEH LAKE AREA UTILITIES CNA • new rE#5CR1// N.L. re CEN1ERW 1E NN m. <, , ir w YY� SHEET .:,.:.: csazr H"xss k ° �12a. -:� (eL / 5- ;of. 04 , o / Rise ra' �,va ' e r- _ , - _ v f e� i t ( ) 420- 1 . • ,. n < y n .- a SHARON LESSARD 812 • .,-y `•1k- ;JtYSUYiCi.o -.u:: 'b/. ...: ,.: °>• v v ` s� #.'w' � T°M9�"` t ,.: _....� ., .. -. v. , ., ,< .a. nr.�.. .. z GW.P. . - ..