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DRAWN BY: DESIGN BY: <br />A.G. C.W.P. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 14-1460 <br />10" DIP PLUG <br />-,rL _-,WL _�WL_�wL <br />APRON 104 <br />12" INV 897.2 <br />------- 1 F------- -1 V <br />1 <br />I I I I I <br />I I I I I PROPOSED YDRAN <br />AND VA E (TYP ; <br />11 II II KI <br />O CI I <br />I II II I I \ <br />I I I I I \ <br />II i I 1 2 11 II 3 11 <br />II II II I II I <br />I I I I <br />I I I I I I <br />11 I 1 II I CBMH 103 <br />1 SAN MH 61 1 1 I RIM 900.10 <br />RIM 901.651 I INV 896.70 <br />INV 883.75 L----------- <br />------IN�E L-------- <br />L 1�83- <br />II <br />L71 <br />I <br />� PROPOSED 10"" C�152 DIP <br />I <br />241 1_11� 0" PVC ® 0.28% <br />�RO�EBINSO I DRIVE <br />10' <br />MIN. <br />0 <br />0 <br />_o W <br />m r <br />o m <br />0 0 <br />r � <br />D 0 <br />�N <br />OD <br />v 104 <br />// I <br />75-15-15" PIPE <br />0 0.27% <br />14'-10" PVC <br />® 0.28% <br />INV 883.52 <br />I I I I <br />► I <br />I I I <br />S N MH 67 I I <br />RI 901.40 1 <br />N INY 883.48- <br />INS( 883.43- <br />m <br />m I I I <br />I <br />S MH 62 11 II <br />I RI <br />INV 883.03-N,W I I <br />INV 882.98-E <br />I I I <br />I I <br />CBMH 102 <br />_ RIM <br />- - - INV 896.50-W <br />INV 895.77-E,S <br />ZL� <br />CBI,dH_1 - - - -� <br />\ �------� r - ----�I [-RIM 900.00 <br />NV 895.67 II <br />I I I <br />I I I I <br />�---- _-\ II II 1 I I <br />`--------1� - \ I I 2 I I 3 I <br />-,� �T�-�'���� v 1 I I I I I <br />\ \ \ I I II II I <br />I I <br />\ \` \ II O 1 II <br />5 <br />----------- Drainage \& Utility -_-- <br />I I <br />20 % Easement II 11 I I II <br />-- - _J <br />\ ------ ----- CB 301 <br />1 11l \ RIM 898.10 <br />\\ �`-WL INV 895.70 <br />1 / <br />NOTES <br />II <br />I <br />121'-15" PIPE J <br />® 0.30% <br />APRON 106 <br />INV 898.50 <br />----� <br />F-------- <br />I <br />I I <br />I I <br />II II <br />I I <br />I I <br />I I <br />I ► <br />L <br />F <br />I I <br />'1 K <br />I I <br />� I I <br />N <br />I I <br />II <br />I I <br />I <br />I I <br />� <br />5 <br />I <br />I I 6 <br />m <br />1 4 <br />I I <br />® <br />3 1 <br />II II <br />I I <br />1 <br />► I <br />I <br />I I <br />I I <br />I <br />MH 401 <br />I IRIM <br />II <br />I I <br />900.90 <br />I I <br />I 1 <br />► I INV 8977.40 <br />1 1 <br />1 1SAN MH 61 <br />1 1 17'-12" PIPE -\ <br />CBMH 105 I I <br />TRIM 901.50 <br />J ;V <br />- - L - - -0-�� - <br />L <br />L------- <br />- E-- <br />882.40 <br />-RIM�Q050 <br />-A <br />INV <br />INV 897.00-N <br />INV 896.13-W <br />CONNECT TO EXISTING VIA <br />- CORE DRILL ® INV 896.65 <br />- <br />(FIELD VERIFY) <br />rn <br />W <br />rri <br />APRON 402 <br />INV 898.50 _-� F---------1----------------� <br />----- I I I I I I II II <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I B L1 <br />I I I I <br />� I I I I I I I I <br />I I I I I I <br />'7 1 1 8 11 I 1 II II 2 II II <br />o II II 1 II I I I I <br />$ I ► I L - - - - - - - - J L--------� L <br />I <br />1' WATER I <br />I I (TYP) <br />1 I 4" SANITARY 1 <br />(TYP) <br />IL -EXA CB <br />EX CB <br />SLAB ONE)- IL - - - - - - J RI <br />812 01.08 <br />TOP SLAB 898.77 <br />INV 895.65 <br />® <br />j 15-FT (TYP) <br />EX. 15" PIPE � v <br />I 1 I - I <br />" v 125'-12" PVC ® 0.22% I - <br />34 -18 PIPE I 1 X EX. 12" DIP CL 52 W. <br />C� 0.29% I , I ° I I <br />265 LF 1g PVC ®0.22%--►♦- <br />z <br />PROPOSED 12" CLASS 52 DIP ICI I <br />LJYD <br />I <br />Po <br />a <br />° a PROPOSED -FT SI01EW1_ ° I I I I <br />I <br />i i i <br />L <br />I I CONNECT TO EXISTING <br />a ° <br />CONNECT TO EXISTING 12" <br />EX CB <br />i (SLAB ONLY) i i <br />li i WATERMAIIN W/ 1" <br />SANITARY STUB <br />P �P� TOP SLAB 898.58 I <br />I I CORPORATION (TYP) <br />I <br />80'-18" PIPE <br />(INV 881.84 - FIELD VERIFY) <br />21 i INV 895.50 I i <br />i i CONNECT TO EXISTING <br />0 0.21% <br />��• I I <br />I I SANITARY SEWER WITH <br />"SADDLE <br />CONNECT TO EXISTING <br />i i <br />i i TAP" CONNECTION <br />12" WATERMAIN STUB <br />i EXISTING 8" DIP I I <br />I I I <br />I I <br />::. <br />(FIELD VERIFY) <br />WATERMAIN STUB I I <br />- -- - - - - <br />(FIELD VERIFY) I I <br />jj <br />I I <br />II <br />APRON- 400--------------- <br />EXIST21" RC FES I <br />24" INV 895.50 <br />- - --+N-V-895•35- <br />m <br />X <br />O <br />�, CD <br />-cfl <br />I � I <br />I <br />EX CB <br />RIM 900.55 <br />INV 896.18 <br />r- <br />I <br />All <br />I I- - - - - - - - - - - - - - - - - - - - - - - - APRON 300_� <br />------ <br />5C�- ------------ / O <br />12" INV 895---------- - ---------- II I I - <br />5S- <br />::::::� <br />/------------ <br />/� 11------------ II 1 1 j i III <br />T <br />I <br />L�--\ <br />I \\ \ \\ \\ I IAA` r <br />CIV, ® r \ \ J <br />-�vA 1 IF... . . i <br />%vi-�i <br />Ic- <br />Know what's below. <br />Call before you dig. <br />ORIGINAL DATE: <br />MARCH 10, 2014 <br />z <br />O <br />a <br />U <br />co <br />w <br />0 w <br />z <br />O LU <br />U) <br />w <br />11� U <br />w <br />Q N <br />N <br />M <br />E <br />rn <br />E <br />`' <br />CU <br />Q V i <br />10 <br />N N o <br />Z <br />� CCU <br />U_ <br />_ <br />ti <br />J <br />.L W <br />W <br />o <br />o <br />Q O p � <br />Ur <br />v, D- <br />0 <br />Q <br />'t <br />U O <br />O <br />Q <br />< <br />N <br />LO <br />V <br />O <br />N 04' <br />-c -I <br />ui <br />L 0 <br />o <br />Q <br />0 <br />a <br />Z <br />O <br />~ <br />W <br />�C <br />C <br />Z <br />�i <br />W <br />d <br />L <br />CD <br />J <br />O CD <br />F- <br />C � <br />W <br />Ca <br />PREPARED FOR: <br />CENTURY FARM <br />NORTH <br />DEVELOPMENT, INC. <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <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 15 30 <br />1 INCH = 30 FEET <br />1) SEE SHEET CO FOR LEGEND AND CONSTRUCTION NOTES <br />2) SEE "STORM WATER POLLUTION PREVENTION PLAN" FOR SITE SEQUENCING <br />AND ADDITIONAL EROSION CONTROL NOTES <br />UTILITY PLAN <br />CENTURY FARM NORTH - 6TH ADDITION <br />