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4 <br />VARIES <br />VARIES <br />VARIES <br />UNDISTURBED AND <br />UNCOMPACTED <br />INSITU SOIL <br />ISI. <br />SEE LANDSCAPE PLAN FOR <br />PLANTING AND SEED MIX <br />REQUIREMENTS <br />4i),(0*,/ 01, <br />VO <br />1■■■' <br />Imo■_■ <br />u � iii ��i ��i <br />til 1. /�//'11�1I 1/�/��`� /� /,//'11� 1 <br />-IIIIIIIII■ <br />4' ■ <br />I I I lil t 1 � 111 III 1 I 1111111111iI Ii111i111i111i1111: <br />SAND (12" DEEP) <br />I 1111111111 I I 11i11111i11111i11 lil 1 1 1 lil 1 1 1 lil I I I I <br />PER PLAN <br />11-11I-111 <br />I I <br />1 1 1-1 I I-111-111-111111111] <br />11I -111 -111 -ISI -III_ <br />BIOFILTRATION BASIN X -SECTION <br />CENTERVILLE ROAD <br />r-- <br />906 <br />co <br />0 <br />1 <br />/^910.88 B* <br />910 <br />r <br />911 <br />y Line <br />Propo <br />912 <br />NOT TO SCALE <br />3 <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 />913.42 B* 913.20 B* <br />d Pro•ert Line s0' 'OW) <br />Parking Setback <br />-- - 909 - <br />Building Setback <br />\ I <br />\ 909.60 <br />BIOFILTRATION <br />BASIN #1 <br />BTM: 908.00 <br />HWL: 909.56 <br />1 o <br />/ <br />/ <br />/ <br />20/0 <br />/ <br />913.43 TC <br />912.93 G <br />913.67 <br />913.17 <br />91.90 TC/GL <br />9 440 TC/C <br />913.90 GL '7I: <br />13.60 TC 9�g <br />912.30 B <br />91 .77 B <br />913.02 TC <br />912.52 GL/RIM <br />913.62 TC <br />913.12 C/GL <br />91-13 T <br />913.63 /GL <br />914.40 <br />914.50 <br />0 GL <br />912.20 TC/GL <br />91 <br />12.4 GL/RIM <br />912.30 B <br />• A■ II■■■ ■•1 <br />rIMEMEIIMINFAIIMPA <br />■■■■■M■101' ` 3=1 <br />.14:11111111111111 <br />914.50���� �\ 4 <br />913.43 GL <br />914.20 C/TC <br />913.70 GL <br />913.90 C/GL <br />914.40 C <br />914.45 C <br />914.15 C <br />913.95 TC/C <br />913.73 GL <br />914.15 C <br />PROI3OSED FIRE STATION <br />914.50-- FFE=914.50' 914.23TC%C <br />(ARCH 100') 913.73 GL <br />913.95 C/TC <br />913.45 GL 914.507� <br />wet <br />I <br />906.25 <br />bo I rn1 <br />- - <br />912.71 - - I 912 <br />11. 912.21 GL 1 0.5% 912.21 T <br />I IL ' \ �1� - t 9111.71 GL/RI <br />913. <br />912.5 <br />35 TC <br />1±'.'5 GL <br />5 TC <br />GL <br />91440 TC/C <br />913.90 GL <br />914.50 <br />909.80 <br />IOFILTRATION <br />BASIN #2 <br />BTM: 908.00 <br />HWL: 909.69 <br />914.40 TC <br />913.90 GL <br />III I <br />914.15 TC/C <br />913.74GL /p- <br />i l i i , 0 <br />913.96 TC/C <br />913.74 GL <br />I 1 I I <br />13.77 TC/C <br />13.55 GL <br />IIII / <br />913.19 TC/GL <br />1254.95 <br />BIRCH STREET <br />(C.S.A.H. NO. 34 <br />907.40 B* - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - a <br />L <br />WETLAND <br />MITIGATION <br />- AREA, BY <br />906.00 E.0 <br />A <br />BIOFILTRATION <br />1 I BASIN #4 <br />I I BTM: 905.30 <br />HWL: 905.99 <br />\ <br />LEGEND <br />950 <br />949 <br />< 2.0% <br />950.00 TC <br />949.50 GL <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 />902.00 G \ <br />By City <br />By General Contra <br />908.43 TC - - <br />907.93 B <br />908.55 TC <br />908.05 GL/RIM <br />tor <br />910.50 BERM <br />75 TC/C <br />913. . GL <br />13.45 TC <br />12.95 GL <br />.01 TC <br />.51 GL <br />I��p cout■■i <br />�■■■'■\■i <br />MEM <br />1913 65 TC <br />1913 15 GL <br />1 913.30 <br />1 <br />912.64 TC N <br />912.14 GL <br />/ ` \ <br />91 1.49 <br />906.10 <br />912.53 T <br />912.03 <br />36\ <br />912.80 TC <br />912.30 GL <br />1.0% <br />\3 913.16 B <br />913.48 B <br />o <br />U co <br />czi <br />> / a. <br />m o <br />CO <br />911 <br />o <br />rn <br />912 <br />BIOFILTRATION <br />BASIN #3 <br />BTM: 908.00 <br />HWL: 909.91 <br />g14 <br />PARCEL A <br />.30 TC <br />911.80 GL <br />\ <br />977 910.66 B <br />911.14 TC <br />910.64 GL <br />907 9061 <br />III 1 III <br />III <br />III 1 <br />III � IIII <br />1\ II1 <br />II1 I <br />III 1 \ III <br />\ III <br />III <br />III 1 \ <br />\ III I III <br />\ III 1 All <br />\\ ' 1 111 <br />\ III \ 111 <br />1 1I'\I\ <br />\ 1 III\ <br />\ 111 1 111 \ <br />\\\II ; 11 <br />\ III \ <br />V\l,\ \\1 <br />11`1 1 111 o I <br />1 111°' <br />1\\\\\\\\\\\111\111:\\\ <br />11\ ; 111 �\ \ <br />111 \11 <br />\\\\k11\\:\\\\\\\ <br />\1\ I111`Oo I, \\1\11v1�v111\ III \ <br />III \ IIII 11 <br />\ 111 \ 1 III 11 <br />111 \ II 1 <br />III \ 1 III f <br />\ III \11\ III 1 <br />\\i/:11(1/1/1//111/11 <br />III III � 1\ <br />III \ 111 <br />il <br />\1 /1/ \ III <br />.(' l ��i <br />I / //// 1 <br />// <br />/1/ //r <br />/// <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />1 <br />/ <br />P:\Projects\IProjlec s - 2014\12146115- Lino Lakes Fire §tation\C. Design\Drawing Files\121146115 C3.dwg <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />7- <br />/ <br />/ <br />i <br />S89°24'11 "E <br />700.16 <br />OF <br />P: 'CO3�\N01O1$2 <br />O <br />FZO�\�F'C\.OG� P� 0\4° <br />��P�O <br />PQQ �� � ��� <br />�PS�Q P � Z�pO <br />�\Fz�Q <br />Q� <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />N <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 />gS 01' <br />GS - <br />03 <br />CNI <br />CNI <br />co <br />wDoz <br />EFJ 1(22 L11 <br />uj <br />0 <br />Eric G. Meyer, P.E. <br />DATE 01/19/15 <br />CNI <br />00 <br />SUITE 504 APPLE VALLEY, MN <br />LLI <br />ro <br />COMM: 12146115 <br />01/19/15 <br />REVISIONS: <br />Addendum No. 2 <br />LID <br />Watershed Submittal <br />Watershed Comments <br />Cr) CN1 <br />CO 7i - <br />Watershed Revs <br />LO <br />LO <br />Watershed Revs <br />LO <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Grading Plan <br />cr5 <br />cs <br />• <br />