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oc <br />CSAH 14 MAIN <br />h <br />8 <br />ri <br />a <br />II <br />e- <br />II <br />2i <br />15 <br />2. <br />u <br />a <br />93 <br />II <br />c <br />end > I > <br />COUNTY-ROAD-84i - -- -I OT fER LAKE-ROAD I <br />of <br />C PVC CLEANOUT <br />- _ _ _ _ - --II-5130Z- -E l3rogg7b - - -`!L IF - <br />RC 2ffi70 a'^�. <br />£91230 m <br />DRIVE THRU r' 0 <br />i a `o <br />7Nie6' PVC <br />J CASTING R- <br />a ` e RE Steno <br />7 9b E 90940* <br />._6._43.14/3. <br />a'-4s I <br />BEND 5•2 J 20. <br />I <br />\ f'6'..§ <br />soi <br />24'-8' PVC SOi40 <br />J <br />C8 109 <br />RE 919.00 <br />914.00 <br />E 91350 <br />AT SAME <br />\ I 2-15 -4 <br />oRA9il9F <br />E 914.5 <br />/I <br />McDONALD'S <br />FF 921.5 <br />r GY _ <br />0 BOX <br />CPE <br />2 <br />P- <br />5O <br />E99STr MCI <br />E 906-0*p�� <br />MIRY IN 5 <br />1 CI <br />• <br />HYDRANT W/ <br />r Gv • BO. <br />X5-6 GF'CC <br />GD. EL-91f <br />0 <br />1 <br />RETAIL <br />FF 921.5 <br />E 913.09 <br />AT BU DNG <br />.6 <br />.6 <br />Id Ea; <br />II C <br />E> <br />CONIRACILR SHALL TELEVISE IE9957NC. <br />SANITARY SEWER 10 WAFT came <br />RYE L0CA110145 <br />al <br />CONNECT 10 £7051910 STUB <br />91 Rr Q.V. t 8oX <br />E <br />Cr PVC CLEANC,JT'. <br />CASING 14-19 <br />RE 820.80 E 912.80 <br />Q-2'11112.98-15" <br />i� <br />7I <br />1 �Y1�7(48' DIA) E 912.81 -19•. <br />CAST. 91-1731 <br />RE 91940 <br />E 907.50 -NORTH <br />E 907.30 -11EST <br />E 90720 SOIJM <br />LONER 16V . 7D PROVIDE <br />19-MN m <br />. SEP ON <br />INSULATION , <br />PVC CLEJNOUT <br />/ <br />RE 9 <br />91 R -1876 <br />RE <br />E 910.00 <br />0 <br />70.0 <br />n <br />We <br />15-9' PVC SOR -35 0 0.402 <br />CONNECT 10 £7020 r s99 <br />DC E 897.04 <br />VEREY N FIELD <br />EcSTING <br />BUILDING <br />d <br />HYDRANT W/ <br />C CV & BOX <br />11-6' DP CL 52 <br />GM. EL- 917.5 <br />70•. <br />/1 <br />PI eNEERengineering <br />e.aa.oaaw i vneamws unoaaverm 7.v4acars.m� <br />242 Emoredso Wee <br />SAN 5513/3 <br />(651)611 -1914 Pec691 -9491 <br />Coon Rapids Office <br />5• 4' CPE <br />DRAWEE <br />E 913.5 <br />/ 'HYDRANT <br />I3 <br />CB 107 <br />RE 978.00 <br />E 913.99 <br />° ? <br />B END <br />120 -19' RCP 0 0.50L <br />1155• -30' RCP as 0 0.80Z- <br />CONNECT 10 93920 30' RCP <br />Or. E 90E50 <br />1 S T N 9000 <br />E 915• 1_97_87._ 50 <br />I I <br />O.5 • 0.00.5 I <br />✓ < 200' -9' PV<C SOH-35 0 40.5 <_ <br />mi -1(48' Duo OUTLOT A <br />CAST. R -1733 <br />0 15 50 RsD <br />GRAPHIC SCALE IN FELT <br />OUTLOT D <br />1P <br />EL. 91610.' <br />2-15- fsE <br />E <br />E 913.8 <br />E 913.8 <br />22' -t5• RCP • <br />OL SE'PARA <br />RE 917.80 <br />E 91304 <br />W TEE <br />C8 106 <br />RE 91910 <br />E 914.52 <br />031114 104 <br />RE 91720 • <br />£913.26 w0 <br />low <br />tp <br />15• RCP FES <br />E 915.70 <br />0-3 0 0.005 <br />- 1E1397_213-.3 <br />E 90917 -N <br />9.07 VF OLITSICE DROP SECTION <br />101 <br />RE 91950 <br />E 90995 -30'E <br />E 911.53- -24.N <br />E 91050 -21'W <br />35- RCP FES <br />E 915.70 <br />551 6516 Amine N.W. <br />C®Rapoe, LMT 55433 <br />(763) 793-1110 P¢313.1813 <br />II by aati% ther 04 plat we PeP-d69 <br />see or under toy direct aapvvirion sod Not 1 N®e <br />4m a duly Lamed Pnlvsml Taps= <br />5•.M <br />woks the Ann at the Smear hfootessea. Reg. Nn 19514 Deco 5138) <br />(SEE SHEET 7 I <br />4. CITY REVISIONS. <br />3. CITY AND CLIENT REVISIONS <br />1. Q17 REVISIONS. <br />C8104 111 <br />RE 91920 <br />E 91252 -15 N91 <br />E 912.36 -19'5 <br />103 -15 RCP 0 1.00% <br />Ree 90 <br />ss <br />1'9 7 <br />4.US W <br />191 110 <br />RE 916.30 <br />E 91133- 18'S&N <br />E 91.16 -21'E <br />Lae 5/107 <br />Deigned DAS <br />Mora 5A0 <br />EXISTING <br />LEGEND <br />PROPOSED <br />Ye <br />AN <br />0 <br />0 <br />O <br />• <br />. ► <br />0 <br />PRELIMINARY UTILITY PLAN <br />DESCRIPTION <br />HYDRANT(S) <br />GATE VALVE(S) <br />REDUCER(S) <br />EXISTING WATERMAIN <br />PROPOSED WATERMAIN <br />SANITARY MANHOLE(S) <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <br />CATCH BASIN <br />MANHOLE <br />FLARED END <br />BEEHIVE <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />CITY OF LINO LAKES <br />GENERAL NOTES <br />1. PRIOR TO CONSiRUC00( THE CONTRACTOR SHALL RHE3.D VEAFY ALL E)051NG MUTT LOWERS <br />AND NVERTS, SHOW! OR NOT WORN. ANY DISCREPANCY BETWEEN PLANS AND FED LOCATORS <br />94ALL BE REPORTED 10 114E PROJECT ENOPEER I ED1A1ELC <br />2. CONTRACTOR R 10 CONTACT 'GOPHER STATE ONE CAIN' FOR U79ITT LOCATORS (812 - 454- -0002) <br />45 HORS PROM 10 ECCAVATON/C0NI51RUCT9NL <br />3. ALL SANITARY SEWER. WATERMAN AND STORM SEWER CONSTRUCTION SHALL carom 10 THE <br />CRY OF LNO LAKES SPECIRCA1IONS. 89.995946 REmetnie415 AND THE 'STANDARD SPECIR09110N5 <br />FOR WATERMAN AND 93NYICE LSE INSTALLATIONS AND SANITARY AND STO81 SERVER NST66ATOM <br />2000 198710 11. AS PREPARED BY THE CRY ENGINEERS ASSOCIATION OF IWBESOTA. <br />4. r SANITARY SEYER PPE SHALL BE SDR 35. 91 6' SANITARY MINCE PPE SHALL HE SOIL 40, <br />UNLESS OTHERWISE NO1ED. <br />SEE CITY OF Lino LAIOM STANDARD PLATES FOR AD0010NAL SANITARY SERER INFORMATION.. <br />5. ALL WATERMAN 94ALL $ (01P_) 97C19E NON PPE. (SASS 52 UNLESS OTHERWISE NOTED. <br />A MINIMA OF 8-0 COVER 5 REPORED ON ALL WATERMAN. UNLESS 01FERWSE NOTED. <br />A MINIMUM Cr t0 VENIICAL SEPARATOR AND 17 HORI20NTAL SEPARATION I5 REQUIRED FOR ALL <br />SS QTY OF LINO LAHOSS STANDARD RAMS FOR ADDITIONAL- WATERMAN NFORMA110N_ <br />9 ALL STORM SE99t SHALL S RE /FORCED CONCRETE PIPE. UNLESS OT)ER'915E NOTED. <br />SEE CITY OF L140 LANES STANDARD PLATES FOR ADDITIONAL STORM SEWER NFORI4A11O44. <br />7. CONTRACTOR SHALL VERFY ALL BUILDING MINCE LOCATIONS MTi OWNER <br />AZURE PROPERTIES <br />P.O. BOX 17E30 <br />ST. PAUL, MINNESOTA 55117 <br />MAIN STREET VILLAGE <br />LINO LAKES, MINNESOTA <br />6 OF 17 <br />