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I,llerl.l; <br />VARIES <br />VARIES <br />VARIES <br />SEE LANDSCAPE PLAN FOR �' <br />Oq PLANTING AND SEED MIX <br />/u+ q REQUIREMENTS <br />'�SFS <br />Al <br />l4 <br />r til' ' u41 <br />UNDISTURBED AND ���� •� "��G �� j <br />UNCOMPACTEDI <br />INSITU SOIL�� <br />1;111.111 <br />SAND (12" DEEP) J <br />K <br />U <br />I1 II <br />_117 <br />IIIIIIIHlr <br />-illiTi <br />I RF <br />PER PLAN <br />r 4 PERFORATED PE DRAINTILE <br />BIOFILTRATION BASIN X -SECTION WITH SOCK <br />44 <br />.u'I�gt11 ( .,Berl. Ella <br />11 <br />GRASS BUFFER <br />STRIP <br />NOTE:INFILTRATION AREAS SHALL BE CONSTRUCTED TO PROVIDE <br />FILTER FABRIC <br />(NON -WOVEN) <br />THE INDICATED STORAGE VOLUME PER THE PLANS. <br />PLANTING MEDIUM (6" DEEP) <br />SAND (70%), TOPSOIL (10%), <br />COMPOST (20%) BACKFILL <br />NOT TO SCALE <br />LEGEND <br />950 EXISTING CONTOURS <br />950 PROPOSED CONTOURS- MAJOR INTERVAL <br />949 PROPOSED CONTOURS- MINOR INTERVAL <br />GRADE BREAK LINE <br />950.00 TC <br />949.50 GL <br />GRADE SLOPE <br />SPOT ABBREVIATIONS: <br />TC - TOP OF CURB <br />GL - GUTTER LINE <br />B - BITUMUNOUS <br />C - CONCRETE <br />00- EMERGENCY OVERFLOW <br />TW - TOP OF WALL <br />BW - BOTTOM OF WALL (F/G) <br />(`) - EXISTING TO BE VERIFIED <br />PROPERTY LINE <br />SETBACK LINE <br />DELINEATED WETLAND (BY OTHERS) <br />FLOODPLAIN <br />- WETLAND BUFFER <br />BASE BID / BID ALTERNATE LIMITS <br />tik <br />'. 1�910 <br />/.'..°909 <br />905.00 <br />BOTTOM <br />9061 <br />5 <br />913.42 B' <br />913.20 B. <br />911 <br />912 <br />Lin <br />912.30 B <br />91 <br />913.02 TC - <br />912.52 GL/RIM <br />BIOF LTRATION <br />BASIN #1 <br />I, BTM: 908.00 <br />HWL: 909.58 <br />CO <br />NIN <br />9 0.88 Br <br />II I <br />\\\\\ ° 906.25 G* <br />_= _= <br />_ 9 <br />913:99,GL <br />13.•0 `C 914 <br />O <br />912.20 TC/GL - <br />912.71 TC <br />912.21 GL <br />913,93 TC <br />913.43 GL <br />914.20 C/TC <br />913.70 GL <br />913.90 C/GL <br />914.40 C <br />912.77 B' <br />S89_24' 11 "E <br />1254.95 BIRCH STREET (C.S.A.H. NO. 34� <br />---- ------907.40 B' ------r <br />RIMINEBIZMENEMPS <br />1 914.40 TC )„ <br />914.13 TCJC-L 913.90 GL (I <br />914.45 C1 914.24 TC <br />913.74 GL <br />914.40 C/TC1 <br />944.45 C <br />'914.15 C <br />913.95 TC/C <br />913.73 GL <br />914.15 C <br />PROPOSED FIRE STATION i <br />(ARCH 100')913.73 GL <br />913 95 CiTC , .914.40 TC/C <br />4.SOi� 913.90 GL <br />914.50 <br />NEUF1 <br />MOD <br />Fill <br />91459 FFE=91450' <br />91423T C :. <br />MI <br />913.45 GL 91 •• 909. <br />l:1I! <br />QI®gym in4p 11 1511EFi iRIi 14.50 TC <br />Alt: 1 ii fiMuLdrl 11111111% 14.00 <br />im=--- In <br />15 TC GL PM ^i/G <br />75 TC/C <br />9 <br />913.4 <br />912.95 GL 9� <br />913.01 TC <br />912.51 GL <br />\ <br />0 <br />-r L� <br />909 908 / / <br />909.68 E.O. <br />=IOFILTRATION <br />BASIN#2 I / ' / / <br />BTM: 908.00 111/ 1= / WETLAND <br />HWL 909.65 T MITIGATION <br />m ¢ <br />914.40 TCI y // ' OTHERS. <br />913.90 GL ¢ ¢i / <br />Ig <br />914.15 TC/C •�• <br />913GL/// 1 <br />913.9.9 6 TC/C tln <br />913.74 GL <br />WI I 1 <br />913.77 TC/C <br />913.55 GL <br />913.19 TC/GL <br />8- <br />1 <br />BIOFILTRATION <br />BASIN #3 <br />BTM: 908.00 <br />HWL: 909.80 <br />911.53TC� <br />911.03 GL/RIM <br />1.0% <br />912.12 Er', <br />1.1 C3 <br />BIOFIL RATION <br />I BA IN #4 <br />11 BTM: 905.30 <br />111 HWL: 905.98 <br />1\ <br />\ <br />\ o <br />"\./ / <br />910.66 B <br />1 <br />By General Contractor <br />908.43 TC - - - <br />907.93 B <br />908.55 TC <br />908.05 GL/RIM - <br />910.20 B <br />A <br />912 <br />912.21 <br />\ 912.53 TC 912.80 TC n� 913.16 B <br />\ 912.0 GL 912.30 GL 91 <br />912.64TC <br />912.14 GL <br />-ter <br />912 <br />913.65 TC \ <br />913.15GL 91,9 <br />913.66 TC �� <br />913.16 GL _ <br />910.49 B. <br />906.[0 G <br />K <br />- \ I <br />1 1 I <br />1 1 <br />ation0. Design\Dr4wing Files112146115 C3.dw,g <br />P:\Projects\IPfojlec[s -2014\12146115-Lino Lakes Fire <br />912 <br />r <br />S8- 9- °24'11 "E <br />700.16 <br />X91 <br />PARCEL A <br />'15ONOC. \NEO\ <br />0\ TIg2 <br />X000 21001 <br />PE <br />911.14 TC <br />910.64 GL <br />/ <br />/ <br />/ \\ <br />/ <br />/ <br />/ / <br />/ / <br />/ <br />>li <br />APPROXIMATE FLOODPLAIN <br />903.58 PER RCWD <br />II <br />GRADING NOTES <br />1. Tree protection consisting of snow fence or safety fence installed at the <br />drip line shall be in place prior to beginning any grading or demolition <br />work at the site. <br />2. All elevations with an asterisk (') shall be Feld verified. If elevations <br />vary significantly, notify the Engineer for further instructions. <br />3. Grades shown in paved areas represent finish elevation. <br />4. Restore all disturbed areas, see landscaping. <br />5. All construction shall be performed in accordance with state and local <br />standard specifications for construction. <br />NORTH <br />0 20 40 80 <br />COMM: 12146115 <br />01/19/15 <br />Watershed Submittal <br />Watershed Comments <br />Lino Lakes Fire Station <br />Grading Plan <br />7300 WEST 14718 STREET SUITE 504 APPLE VALLEY, MN 55124-7580 <br />