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m <br />Y <br />• <br />1 1 <br />COUNTY ROAD 8 <br />• <br />\�a <br />MIER LAKE ROAD <br />i <br />01 No <br />to 24'-6' PVC SCI1.45 PVC CIFANOUT n l0f _ 41 a+ y / E 91230 o,i N I DRIVE THRU El=i __c i Dd. r-I TCI'\ �� <br />_ /_____ __ -__ __ 1-�� <br />1 I ®123 E9T = -• - \ I <br />RE 91810 AT 810DN6 f' (Y \ Tp E' PVC <br />�°F;N4lfl ;i� <br />E 974.60 t BOX J 976 <br />a ❑ M DONALDS (6 i 4e • °' E eos4dr <br />a I FF 821.5 ct 1E7ID ��,� I <br />ft <br />Pal 444 <br />MAIN STREET <br />PIZNEERL ne ,g <br />2 -10-4' WE <br />Deena <br />B <br />E L6 <br />786 <br />OV <br />A BOX <br />45 e O <br />RETAIL <br />FF 921.5 <br />I yj -�_I- <br />1 2-10 ,4 CPE <br />--DRARIMLE <br />JI E 916, <br />X4E MAO- <br />. R- 173i�� <br />RE 91840 <br />E WM -NORTH <br />E 90711E -EAST <br />E 9077E MUM <br />• <br />E 912.013 <br />AT BUILDING <br />56 P 2D -- 0 147 C PVC MEMO <br />• <br />PVC C7EANOUT <br />CASTRO R -1976 <br />RE 919.40 <br />E 811500 CBMH 115 <br />RE 918.13 <br />1 I E 9114.02 =1 <br />I 1 E 9129519' <br />E 9131171 <br />a 'T�b. I I I <br />bit <br />! <br />N I <br />W I k <br />i <br />C <br />LEI llddd <br />LI it <br />401 la <br />Ents -E. r PVC..• <br />E 906.0± <br />VSIFY N FIELD <br />CI <br />0 <br />film =917.J+ <br />10 <br />BOSON; 51U9 <br />I� <br />it <br />Ln <br />0. <br />z <br />o ss so eo <br />GRAPHIC SCALE IN FEET <br />06 <br />DUS11NG <br />BUILDING <br />47 -M..* 0 1.207. <br />106 <br />FM 917.00 61 <br />E 911.32 -24' �� - - - - -- - - - -_ <br />1S-r F.VC SI29,3se - OUTLOT A P <br />D <br />Ex. 15 EXTSD. 5 STAB <br />Ex. E 896.22 PLLO END J <br />N FELD <br />E 89662 <br />35 `0.415 --- _____ - - -- <br />• <br />c81& 108 RE 916.33 <br />RE 611633 / E 18.33 1 p <br />E 9,252 (21. E :ER 2.62 -1 1 <br />E 91240 (9' E 3.14 -16 1 <br />E 91256 -415'9 E 24 %� <br />0-0.8= <br />Dot <br />105-6' PVC SDR -35 0 1.065 <br />0 0. PE A 7 <br />p3S5 <br />5'D9' 13 52I9Y I SDIP CL 52015= <br />A R 50 9LR'n 1 SY -174 PF <br />b. 0X • <br />OO.3SS \. <br />-15 PEw <br />66- <br />09 121 <br />RE 9181E <br />El 914.60 <br />191N 117 <br />RE <br />9111.00 <br />E 913.29 -5 <br />E 913.26-E <br />E 914.16 -N <br />D A of TEE <br />Ii �- i O7C <br />O • < 9 109 <br />05 <br />CB 116 E 916.50 <br />E 916:50 E 912.82 -1B" <br />E 913. <br />INSULATE <br />WATERMAN <br />5 <br />& BOX <br />2 -6•-45 <br />1. it DEWS <br />P \ <br />E 9154 \ <br />ISEE SHEET 7 1 <br />- -0557 /1-5733 <br />RE 9185E <br />E !9625-EAST <br />E 896.35 -SOUTH <br />E 906.67-NORTH <br />1029 W DUISEIE DROP SECTION <br />EXISTING <br />2e <br />LEGEND <br />PROPOSED DESCRIPTION <br />0 <br />• <br />0 <br />0 <br />e <br />I <br />V • <br />I <br />\I <br />tst <br />- <br />HYDRANT(S) <br />GATE VALVE(S) <br />REDUCER(S) <br />COSTING WATERMAIN <br />PROPOSED WATERMAIN <br />SANITARY MANHOLE(S) <br />EXISTING SANITARY SEVER <br />PROPOSED SANITARY SEWER <br />CATCH BASIN <br />MANHOLE <br />FLARED END <br />BEEHIVE <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />00 <br />OUTLOT B <br />R PE VED <br />--- - - - - -- - J U L \ \� 0 2007 <br />CffY OF 'NO LAKES <br />GENERAL NOTES <br />1. PRIOR TO WNSTRUC1ON. THE CONTRACTOR SHALL FELD VERIFY ALL EOSINS UTDITY LOCATIONS <br />AID INVERTS. SHOWN OR NOT 440015. ANY DISCREPANCY 55716.01 PLAIDS MID FELD LOCATIONS <br />SAL E REPORTED TO THE PRO.EL7 ENGINEER I1/51EDLAIEL1. <br />z <br />3. <br />5. <br />8 <br />7. <br />CONTRACTOR I5 TD CONTACT COPHFR STATE ONE CALL' FOR UTiXlY LOCATIONS (612-454 '002) <br />48 HOLES PRIOR TO EXCAVATION/WtS1RUCION_ <br />ALL SANITARY SEWER, WATERMAN AND STORY SERER CONSTRUCTOR SHALL CONFORM TO THE <br />CPT OF LI10 LAKES SPF1iICA1E8E MEDIC REOLAEIENTS AND TIE 'STANDARD SPEaICAT0 1S <br />FOR WAT7i5AN AND 48010E LIE INSTALLATIONS AND SAI9TART AND MEN EVER NSTALLATION' <br />2000 EDITION. AS PREPARED 9Y TIE CLT7 542545005 ASSOCIATION OF Y90ESOTA <br />5 SANITARY SERER PPE SHALL E SDR 35, t 6 SAl9TARY 5ERV1E PPE SHALL BE SC AL 40, <br />111565 OTERWE NOTED. <br />SE CITY OF LINO LAZES STANDARD PLATES FOR ADDITIONAL SAN/TART EWER INFORMATION <br />ALL W±15559N SHALL E (0161.) DOCILE NON PPE CLASS 52 5FILES OTHERWISE NOTED. <br />A ANNUM OF 6V COVER 5 5E ON ALL 9416.8(991 UNLESS OTERMSE NOIID. <br />A MNIUM O< 75' VERTICAL SEPARATION no 1V NORECNTAL SEPARAna4 6 955)10m Foe ALL <br />SEE QTY OF L190 1.16 5 STANDARD PLATES 5ER ADDITIONAL WA1QWAN INFORMATION <br />ALL STORY Ellen SHALL E DUAL WALL PCLYEIHTLEE PPE. UNLESS OT0RVA NOTED. <br />SE CITY E LN0 LOOM STANDARD PLATES FOR ADDrnLBUL SPRY EWER NFORYATIOIL <br />CONTRACTOR SHALL VERIFY ALL 110.0940 SERVICE LOCATIONS 1614 0954ER <br />1.1/10,01 <br />PRELIMINARY UTILITY PLAN <br />AZURE PROPERTIES <br />P.Q. BOX 17530 <br />SL. PAUL. A@dNESOLA 55117 <br />MAIN STREET VILLAGE <br />LINO LAKES, MINNESOTA <br />6 0F15 <br />