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OE <br />\1,,�1/4L'1,44i,i1si <br />VARIES <br />VARIES <br />VARIES <br />UNDISTURBED AND <br />UNCOMPACTED <br />INSITU SOIL <br /><O <br />":37-° <br />■'EMEILy71 ,�< <br />N�1 <br />SEE LANDSCAPE PLAN FOR <br />PLANTING AND SEED MIX <br />REQUIREMENTS <br />V4tre4 <br />■-■■■■ <br />h 1 ti4141, <br />■■■-- <br />-11M1 _ <br />�IiIIIMME <br />IIIMMEMEN <br />■■■■�u■� <br />■■■■-■■■■J-���� <br />*/,11 41 <br />11 <br />4I ■ <br />SAND (12" DEEP) <br />913.42 B* 913.20 B* <br />912 <br />910 <br />ine <br />909 <br />C.S.A.H. NO. 21) <br />CENTERVILLE ROAD <br />rn <br />Propo -d Pro•ert <br />9+8 <br />Parking Setback <br />---909 - <br />909.60 <br />\ <br />Build ng Setback <br />BIOFILTRATION <br />BASIN #1 <br />I BTM: 908.00 <br />HWL: 909.56 <br />912.30 B <br />__- <br />912.77 B* <br />913.02 TC <br />912.52 GL/RIM <br />9120 <br />- <br />912.4 <br />912.70 <br />to <br />;l; -iii -iii -;ll -iii -iii iii -iii -11 iii -iii -iii -iii -iii -iii -1 11 -111 - <br />912.30 B = <br />PER PLAN <br />1 <br />1 <br />111 <br />III=1' <br />-111=111=111=111=111= <br />BIOFILTRATION BASIN X -SECTION <br />NOT TO SCALE <br />911---- -91(11,- OEOE <br />910 _ <br />GRASS BUFFER <br />STRIP <br />NOTE:INFILTRATION AREAS SHALL BE CONSTRUCTED TO PROVIDE <br />THE INDICATED STORAGE VOLUME PER THE PLANS. <br />FILTER FABRIC <br />(NON -WOVEN) <br />PLANTING MEDIUM (6" DEEP) <br />SAND (70%), TOPSOIL (10%), <br />COMPOST (20%) BACKFILL <br />4" PERFORATED PE DRAINTILE <br />WITH SOCK <br />S89°24'11 "E - 1254_95 <br />9 <br />BIRCH STREET (C.S.A.H. NO. 34 j <br />- - 907.40 B* ' - <br />--------------------------- <br />Line ;�0' OW)" <br />AlUi •••• 1 <br />MIN IUI U•■■■■■�`` <br />•UU•IIM/A <br />II•mEIl••at% <br />•••• 14. �••� \ = <br />ilt4imosimummoiro-aimi\ <br />14. <br />*MO <br />0� <br />10, <br />�11‘ <br />913.62 <br />913.12 C/GL <br />913.43 TC <br />912.93 G <br />913.67 C <br />913.17 GL <br />914.40 TC/C <br />913.90 GL <br />13.60 TC 979 ■ <br />.I1O GL ma <br />912.20 TC/GL <br />rt <br />909 <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 />914.50 <br />914.45 C <br />914.15 C <br />913.95 TC/C <br />913.73 GL <br />z 914.15 C <br />PROPOSED FIRE STATION z <br />914.50- FFE = 914.50' 914.23 TG%C <br />(ARCH 100') 913.73 GL <br />913.95 C/TC _914/.40 TC/C <br />913.45 GL 914.50 913.90 GL <br />914.50 <br />I <br />N <br />O) <br />913. 5 TC <br />912.5 GL <br />75 TC <br />5 GL <br />0 <br />75 TC/C <br />913. GL <br />913.45 TC <br />912.95 GL 9� <br />913.01 TC <br />912.51 GL <br />908 <br />IOFILTRATION <br />BASIN #2 <br />/909.00 E. <br />HWL: 908.85 <br />913.90 GL <br />III I <br />914.15 TC/C <br />913.74GL /f- <br />1 1 1 1 0 <br />913.96 TC/ -C <br />913.74 GL <br />1 1 I I <br />a 13.77 TC/C <br />1.13.55 GL / <br />IIII 1/ <br />913.19 TC/GL <br />/ <br />-908•/ <br />- gp7��-- <br />\\» <br />00 . - //.L/ I��'�tl►, <br />N -» ` 90245 G <br />907.93 B 908. <br />Id <br />LEGEND <br />950 <br />949 <br />950.00 TC <br />949.50 GL <br />/ <br />-- 906= <br />/ <br />/ - - <br />/ / <br />1 <br />/1 <br />1 / I <br />1 I <br />/// <br />1 / <br />J// <br />t <br />/ // \\ <br />,\1i, <br />-905-- <br />/ <br />WETLAND <br />MITIGATION <br />AREA, BY -// <br />OTHERS. ,v- <br />/ <br />N <br />904 - <br />- \11------- \9905-- <br />OS <br />___---- --906.- <br />Ep,�EDWwetPN� <br />�o \ <br />HWL: 905.81 <br />• <br />EXISTING CONTOURS <br />PROPOSED CONTOURS - MAJOR INTERVAL <br />PROPOSED CONTOURS - MINOR INTERVAL <br />GRADE BREAK LINE <br />GRADE SLOPE <br />SPOT ABBREVIATIONS: <br />TC - TOP OF CURB <br />GL - GUTTER LINE <br />B - BITUMUNOUS <br />C - CONCRETE <br />EO - 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 />---906----------------------------- <br />-904 = - - - - - <br />, By General Contractor <br />908.43 TC - - <br />907.93 B <br />908.55 TC <br />908.05 GL/RIM - <br />0 <br />909.80 <br />.14 <br />910.50 BERM <br />lonvellil la a. 914.50 TC <br />refrl.1111111 <br />ME®MIEI■■■il <br />EIKKARBEiNMMMMMEN ME,E <br />l■■■■■ <br />914.00 <br />et <br />.30 TC <br />911.80 GL <br />912.12 N <br />\\ 1.0% <br />BIOFILTRATION <br />BASIN #3 <br />11;'15.10 <br />HWL: 909.77 <br />977 910.66 B <br />g1'C.53 TE <br />2. <br />911 <br />910 <br />909 <br />911.03 GL/RIM <br />912.71 TC - <br />912.21 GL <br />11 N <br />912.64 TC <br />912.14 GL <br />912 <br />0 <br />/L, <br />911 <br />912.53 TC 912.80 TC rb 913.16 B 913.65 TC <br />913.48 BA 913.66 TC <br />913.16 GL <br />912 <br />913 <br />7 <br />912 <br />0.83% ----� <br />7 <br />9'14- <br />PARCEL A <br />911.14 TC <br />910.64 GL <br />907 <br />Lo <br />700.16 <br />APPROXIMATE FLOODPLAIN <br />903.58 PER RCWD <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 field 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 />0 .c <br />cu <br />CiS <br />REVISIONS: <br />00 <br />LO <br />0 <br />cia <br />co <br />SUITE 504 APPLE VALLEY, MN <br />O • Lu <br />F7 2 <br />• 1:1- <br />•71- <br />0 <br />Lu <br />Eric G. Meyer, P.E. <br />DATE 01/19/15 <br />COMM: 12146115 <br />01/19/15 <br />Addendum No. 2 <br />LO <br />Watershed Submittal <br />CO <br />Watershed Comments <br />Watershed Revs <br />Watershed Revs <br />LO <br /><1.<1 <br />0 <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Grading Plan <br />cr5 <br />cs <br />• <br />