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0 <br />N <br />78 <br />0 <br />S:Aplowe\cad\15pro\15-1536 TURNBERRY CROSSING 2ND \15-1536 CAD \15-1536 BASE O.dwq <br />Know what's below. <br />Call before you dig. <br />1 <br />1 <br />60 <br />rTl <br />1 1 <br />60 <br />> <br />9 . 87.V 8S <br />0 <br />0 <br />N o <br />F-1000 FOOT SETBACK FROM DNR <br />/7 ORDINARY HIGHWATER LINE OF <br />MARSHAN LAKE <br />v <br />v <br />o 0) <br />70 V <br />_ <br />Z m <br />V0 <br />- <br />o <br />0 <br />(7 <br />Iv <br />rr1 <br />CO <br />c0 <br />O VV <br />v <br />6 <br />\ 8CDs6 <br />co <br />C) <br />cs <br />H 2 <br />&Lose <br />ompy <br />• V <br />r- <br />t / <br />/ .I \ <br />/ I 1., Z <br />S/DEN 77-23 p <br />q NN <br />eizse <br />�Op <br />TY <br />A/7 - <br />, <br />T <br />/ <br />/ /_„,1 `/� r . <br />co <br />Vv <br />(YIN; 1N; <br />8" DIP (CL 52) APPROXIMATE WATER <br />LINE LOCATION I I\gL�SR <br />r\ <br />L. <br />,_/ r"/ I / r <br />I/ ,, / /- <br />/ I / r\ < <br />/s // <br />by / / / <br />/ ♦ / / i/1/ <br />V r <br />\ , <br />/ <br />/ <br />/ v <br />HYDRANT & VALVE <br />V <br />(0 <br />O <br />00 <br />V <br />C) <br />BLDSB BLDSB <br />CBMH 10' <br />21 I I <br />L O <br />0 <br />> <br />HYDRANT & VALVE <br />> <br />BLDS <br />®MH <br />> > <br />SANITARY SEWER STRUCTURES <br />NO. RIM INV. IN <br />1 900.27 887.99 <br />2 900.55 <br />3 899.18 888.32 <br />4 899.54 888.45 <br />5 899.62 <br />6 898.78 887.09 <br />7 898.50 887.23 <br />8 898.57 <br />7 <br />v <br />m <br />\ C) <br />N \ \ \ \ \ \ \ \ \ \ \� <br />INV. OUT <br />887.99 <br />889.83 <br />888.32 <br />888.45 <br />889.01 <br />887.09 <br />887.23 <br />887.74 <br />> <br />BLDSB <br />\vvvv <br />0 <br />m <br />\ \ \ \ <br />BLDSB BLD <br />S0072'42"E 314./9 <br />B <br />v <br />v <br />v <br />TO 0) <br />D <br />2 v m <br />v <br />m <br />m <br />7o <br />0 <br />Z7 <br />D <br />v <br />B <br />Ds BLas <br />O_ <br />0 <br />cs <br />MH 5 <br />O <br />0 <br />t-0 <br />CO <br />O_ <br />CS <br />BLDSB <br />G ♦ <br />7.3 <br />ry <br />FS <br />G) <br />0 <br />0 <br />\ C <br />vF <br />s <br />0 <br />- ;t0 <br />0 <br />B <br />s <br />lL. <br />/ <br />r <br />0 <br />co W <br />- PROPOSED DRAINAGE <br />AND UTILITY EASEMENT <br />- Cn <br />V< - <br />0 <br />J <br />BLDSB • 9_DSB - <br />0) <br />0 <br />co <br />MH 4 <br />B <br />1 1 / <br />♦ / / \ <br />STORM SEWER STRUCTURES <br />NO. RIM INV. IN INV. OUT <br />101 897.26 894.70 894.00 <br />102 897.20 894.52 894.33 <br />103 897.16 893.70 893.16 <br />NOTE: <br />FOR SANITARY SEWER, WATERMAIN, & <br />STORM SEWER DETAILED INFORMATION, <br />SEE RECORD DRAWINGS DATED 08/18/05. <br />v <br />v <br />98718 - - _ <br />--2501g� <br />1/c <br />▪ MH 3 <br />& VALVE <br />CBMH 103 <br />W <br />0 <br />rn <br />o <br />LW <br />v 1 <br />U <br />O <br />BCG <br />A <br />11/1//::: <br />/I/' r <br />~' 4 <br />I �' F r 11'; <br />/ <br />iI <br />/ A <br />I .. <br />* FOR CURB <br />INSTALL ADJUSTABL <br />WITH CAST IRON CAP <br />(TYP) <br />S IN DRIVE YS <br />VE BOX <br />/ <br />// <br />R . , <br />N/cN rS <br />r <br />r \/ <br />co <br />\ <br />UTILITY PLAN <br />TURNBERRY CROSSING 2ND ADDITION <br />DRAWN BY: DESIGN BY: <br />C.M. C.W.P. <br />CHCKD BY: <br />C.W.P. <br />PROJ. NO. <br />15-1536 <br />ORIGINAL DATE: <br />MARCH 4, 2015 <br />REVISION DESCRIPTION <br />W <br />1- <br />Q <br />0 <br />N <br />E (>3 �C <br />• E <br />L <br />C <br />CO <br />_c <br />Q • (-6 <br />L p <br />2 73a) u) <br />o_ c <br />cu c <br />co <br />cri <br />(t3 = _ '- <br />.2 w <br />_ o <br />Q 4) O <br />CO <br />--9-0 <br />U O <br />C <br />'- <br />• o <br />> • L <br />_ <br />, U <br />= J <br />a)o-0 <br />03.04.2015 <br />W <br />1- <br />0 <br />TURNBERRY CROSSING <br />2ND ADDITION <br />LINO LAKES, MINNESOTA <br />UTILITY PLAN <br />PREPARED FOR: <br />HOKANSON <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWS <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />0 11"H3 <br />0 <br />1 INCH = 30 FEET <br />C1 <br />