Laserfiche WebLink
N <br />COCO <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 />of <br />1 <br />1 <br />60 <br />rTl <br />I ' I <br />60 <br />> <br />ts9 , 8. .V8S <br />�� o <br />0 <br />0 <br />F-1000 FOOT SETBACK FROM DNR <br />ORDINARY HIGHWATER LINE OF <br />MARSHAN LAKE <br />v <br />v <br />ov <br />vrn <br />_ <br />Z m <br />P <br />vO <br />o m <br />O <br />( o <br />7 <br />rn <br />co <br />c0 <br />O vv <br />v <br />6 <br />e<D <br />\\\\\\\. <br />\r <br />\\\ <br />CO <br />co <br />C) <br />v,Cs <br />e1_DSe <br />(0 <br />O <br />NI <br />MH 2 <br />v <br />"D <br />rn <br />4 <br />o m e<DSe \ <br />1-mZ <br />O m <br />,Zm <br />,N) -I "...` <br />03 =D <br />Z <br />I- X <br />O 0 O <br />8" DIP (CL 52) APPROXIMATE WATER <br />I <br />o I 1 I I k LINE LOCATION 1 <br />1/1j' r <br />I'S/DE/v774---3pp0 <br />q� p <br />/ /' <br />I \� // /A <br />♦ /\I •/, <br />/ Y / <br />eLDse <br />NNEa � <br />V�LOp <br />/ Y <br />TY <br />NT <br />1 1 \ <br />♦ / 4 <br />/ / I ` r <br />L <br />&LDS& <br />HYDRANT & VALVE <br />\ \ \ \ \ <br />\ \ \ \ \ \ \ \ \ \ \ \� <br />BLDSB BLDSB <br />CBMH 10' <br />21 I I <br />HYDRANT & VALVE <br />RSDS <br />MH <br />BLDSB <br />vvvv <br />BLDSB BLD <br />S0072'42"E 314.19 <br />B <br />V <br />vv <br />1T� 0) <br />D <br />2 v m <br />v <br />r1 <br />m <br />7o <br />0 <br />D <br />O v m <br />C7 0 <br />m <br />v <br />cn <br />O <br />V <br />v <br />rn <br />0 <br />> > <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 />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 />B <br />\ <br />r� <br />1 / y / /.... <br />/ I / r L. <br />/� // <br />I/ <br />L. <br />/ / <br />by / / / <br />/ ♦ 1 <br />/ /1/ <br />r <br />BLD <br />7.3 <br />/ <br />11/1..,/ <br />r <br />". 4 <br />I �' F r \ <br />BLDSB <br />e<Dse <br />* FOR CURB <br />INSTALL ADJUSTABL <br />WITH CAST IRON CAP <br />(TYP) <br />S IN DRIVE YS <br />VE BOX <br />O <br />rn <br />O <br />tw:r5 <br />V <br />o/0 <br />0 <br />N <br />CDZ <br />/ <br />CBMH 102 <br />8" DIP (CL 52) <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 EXISTNIG SANITARY SEWER, WATERMAIN, <br />& STORM SEWER DETAILED INFORMATION, <br />SEE RECORD DRAWINGS DATED 08/18/05. <br />& VALVE <br />v <br />0 05 <br />OG <br />r \/ <br />/• / <br />/\ <br />R <br />cN n <br />/ <br />r� <br />, <br />/ <br />YRE <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 />CITY COMMENTS <br />W <br />1- <br />a <br />0 <br />05.13.2015 <br />N <br />E (>3 <br />�E <br />_0 c6 <br />0 - <br />� co <br />C6 <br />JL--• <br />0_ <br />ca <br />.2 <br />= �_ <br />ca <br />a0. <br />c <br />//) <br />CO U <br />_c y <br />'5 <br />-C E <br />U <br />> <br />2 <br />L <br />a) <br />4) <br />C <br />O <br />w <br />c m <br />c <br />p) C <br />C <br />w <br />� o <br />o m <br />a <br />O .Q) <br />O <br />N <br />O <br />O <br />J <br />0 <br />05.13.2015 <br />W <br />1- <br />a <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 <br />11"H0 <br />1 INCH = 30 FEET <br />C1 <br />