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P E R K I N <br /> W I L <br /> 84 10th St.South <br /> Suite 200 <br /> Minneapolis,MN 55403 <br /> t 612.851.5000 <br /> f612.851.5001 <br /> www.perkinswill.com <br /> v i m o I \ l I \i \ \��\� \� I � \ /� �/ i 111 IIII \ I CONSULTANTS <br /> CIVIUSTRUCTURAL <br /> 3.5 L 3.6 �I J 3.5 ` -\ \\ \\\ \ \ \\\\ \\ \\\\ � � " // I I I I I �I(7J''yL•I`�'/I / I I \ II / _ <br /> 2 4. Q` HANG 6.2. Ell / <br /> SIIfT• T S_ rv�-9�60.3 OG <br /> I <br /> roca+e:e � OVERHANG / ® ro 9s9 s I a \ \\\°\ <br /> -inv 946.2 N -949 <br /> - =945.1 SN <br /> i./ 2.9 A S S CONCRETANG\ ` l \ ENGINEERS <br /> iz 2 2.7 3.2 'I 1 /// \ \\ \\ \ \ \\ \\\ / \ 1 ` I\{' <br /> 2.6 <br /> //f, 2• ti " ° / 5930 Brooklyn Boulevard <br /> 2.2 k aPo / _ \ \\\ \ \\ \\ \ \ \ 1 \ 1 Minneapolis, MN 55429 2518 <br /> WATER 47 - ;_„ 2.2 ° ° � ° ° \ \ \ \ \\\ I \ \ . ` - - - (763) 843-0420 Fax: (763) 843-0421 <br /> / 2.5 / ° ° { �\ \ \ •\\ \ 1 /i! www.bkbm.com <br /> A N D / ) l ° \\ \ \ \ <br /> W TLAND \ \ \ 2.5 CRASS I �.r� / \ \\ \ �+ \\ \\ \\ 1 I / ° <br /> ` / / I G R A 5 S ° \ \ \\ \ �\ \ ' I I I I I �/ / I // MICHAUD COOLEY <br /> I I <br /> °°"° ERICKSON <br /> 2 333 SOUTH SEVENTH STREET SUITE 1200 <br /> MINNEAPOLIS,MN 55402 <br /> \\\ \ \\ www.michaudcooley.com <br /> 2 \ / 0.7 0.8 - -- -- d - \ \ \\ \ \ \ I 1 I 1 ( G g / I r / / P:612.339.4941 <br /> \ WEn( G AG 1 / / // I I \ G R s 0.5 0.7 EX 0.7 2.0 \ \ <br /> NOT 1-24 \ \ \ \ \ <br /> 0.5 <br /> \\ \ \ I 3 00.5 <br /> #A8 .2 �. 0.8/ 09 ,.7 5 1 -�� \\\\yb\am\\\iD \/J J/(I // � I \� \ I � \1 \\�\\\\\\\\\\\\\\\\\\\\\�\\�\\\\\\\\\\\�\\\\\\\\\\\�\\E0\4F A A\IER I I\J\I I I�I\�.\\\\\\\�\\\\ I`°\f /I II III II II I/IIII II�I/�I��//�//[�^•x[�+'.'r°'�' <br /> / I ° <br /> �Q\ <br /> 0.0 RM�P . <br /> 0.7 STRM 7 o.3 <br /> 0.8 \\\ � <br /> 0.3 I2 \ <br /> 0.9 ,W E1AN D N 1.2 <br /> 1.0 - SN 5 o <br /> 9.9 \ \ f\ \ \ \ <br /> ST M A 1 2., ,.5 1.2 \ \ \° \\ \ \\\\ <br /> 5 STRM <br /> A6 I I \ b \\\ \ �� / \ \\\ �\\ \ \ \ EzAncw_grs I I I <br /> PUD <br /> / \ ^° APPLICATION <br /> 10 STRM Al2 3RM A14 0.6 6A/ / \ \ \ \ \ <br /> �ppGGS5` 9.o I MAY 02, 2016 <br /> I / (SEE NOTE)` 5 3 I 3 s.9 c-a i <br /> STIR 13 <br /> • \\ \ 9 STIR #A1 1 <br /> � ° \cb <br /> W E T L A D \ \ I I ° �\\` \\\\ � ` \� �l JI 1 \ � -/ ` / / ✓ / � ° / / / I \ \ \ �`�� `� / P� / / � <br /> 5 <br /> \ \\ \ \ \\ \ \ \ ♦ f ° ° X / <br /> ° �� \ \ 1 <br /> \ W6JLA Nb1AGS�\ ° i 1 I I <br /> ° <br /> ^•5 ` \ ` \\ \\ \� \ 7.sM A20 \ 2 +(J� 7I1Ij` e //)� - NOT FOR <br /> '/ <br /> \ \ \\ \ \\ _ 4 \ \ ° - °� - 355 <br /> 4� CONSTRUCTION <br /> NV=9]6. <br /> ( WE AND 1 \ <br /> \\\ \\ \ \\ \ ./ _`�� \ \ \ � I � \ ) / <br /> o OPEN IRON .2M 9 / <br /> LAND O'LAKES <br /> 7. HEADQUARTERS <br /> 1-12 r � CONSOLIDATION <br /> )(/-^�� <br /> \ss 13 I I I II 11 1 \ \ \ \ 3 \ \ ` \ 2 ° / o tiY S.•_ \ v SS5 / V' °C CC <br /> C,MANHOLE ON 1 JJJ 1I\ \ 2 \ \ 9� / ( / <br /> CONCRETE // / ((f1 ° \ <br /> SKIMMER 1 \ u�J <br /> \° �_\1p\ =p \\_ 2 _ x X _ , / R W E T L A N D ` \ °e I air O M/, <br /> rota'=s RLS <br /> SET \ J \\ °O 5 C <br /> 54BO __S�D <br /> � JJJJam���....////°����--��llllr <br /> „� \ `\� V <br /> 6 - e' <br /> I I <br /> `5 FT CHAIN LINK FENCE CB/�('` 5 P, BW 4 O \\\ �� �\\ \ ` \ \ / / / /o / RGS / I <br /> NJ2�9 2 ry' T �f\\\ \\\ _\=� _��\\\ \� 1/I \\ `(/1 / / i.� \ / /548 j I I <br /> 12,1 <br /> FOUND//2" <br /> sr y J\ <br /> OPEN/RON \ `\\\�\\�\_ //✓ /// \ / ��. X ° / ° \ \ \ LAND O'LAKES <br /> /g1 6 �/ry ` 7.X X 5 FT CHAIN UNK FEN SO DO/R <br /> � \ \ \ <br /> 4001 Lexington Ave N. <br /> \ 1 \ \ \ \ \ Arden Hills, MN 55126 <br /> sTh,No 583°26 w 4\22 X�- KEYPLAN <br /> \ <br /> FOUND 112- ENCE <br /> OPEN IRON FT SAW!LANK Sl9 S� <br /> .96 368 <br /> 694 I <br /> S-T.H. NO. /0-62 INTERSTA TE NO. 694 <br /> 1 GRADING DRAINAGE AND EROSION CONTROL PLAN - PHASE ONE ISSUE CHART <br /> CO2-01 1 = 40 <br /> IMARKI ISSUE I DATE <br /> PROPOSED PLAN SYMBOLS I hereby certify that this plan, specification <br /> or report was prepared by me or under <br /> CONSTRUCTION LIMITS - _ _ _ _ - my direct supervision and that I am a duly <br /> ABBREVIATIONS SILTATION FENCE X X X Licensed Professional Engineer under the <br /> BLDG Building PROPERTY LINE <br /> laws of the state of Minnesota. <br /> - - <br /> BM Bench Mark <br /> BW Bottom of Wall SAWCUT LINE (APPROX.) - - - - - - - - <br /> CB Catch Basin <br /> CONIC Concrete PROPOSED CONTOUR <br /> KEVIN A.BOHL <br /> ELEV Elevation DRAIN TILE --- -----�--- <br /> EX Existing Date 05 02 2016 Lic.No. 52209 <br /> INV Invert STORM SEWER > > Job Number 15401 <br /> MAX Maximum WATER MAIN <br /> MH Manhole Drawn WH-NA <br /> MIN Minimum FIRE DEPARTMENT <br /> PVC Polyvinyl Chloride CONNECTION Checked TJC <br /> RCP Reinforced Concrete Pipe RETAINING WALL IN KEYED NOTES Approved KAB <br /> TIC Top of Curb KEYED NOTES ARE DENOTED BY NO ON PLAN. <br /> TW Top of Wall CATCH BASIN ■ ® TITLE <br /> W.O. Washout MANHOLE Q INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/CO1-00. GRADING, DRAINAGE, <br /> EROSION BLANKET (TEMPORARY) � �2 INSTALL SILT FENCE. REFER TO DETAIL 3/C01-00. AND EROSION CONTROL <br /> �3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C01-00. PLAN <br /> ROCK CONSTRUCTION <br /> ENTRANCE APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO <br /> APPROXIMATE PHASE ONE ® THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION PHASE ONE <br /> DISTURBED AREA DRAINAGE FLOW ARROW >> ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE <br /> IS 3.54 ACRES DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON-SITE CONTAINMENT. <br /> RETAINING WALL SPOT w 4. SHEET NUMBER <br /> ELEVATION a INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL <br /> BLANKET. <br /> STORM SEWER INLETS NOT SHOWN ON SPOT ELEVATION 22 © BUSINESS SIGN IS NOT TO BE DISTURBED. PROTECT AT ALL TIMES. CO2 =01 <br /> PLAN MAY RECEIVE RUNOFF FROM SOIL BORING <br /> CONSTRUCTION ACTIVITIES. INSTALL B-1 c-11 <br /> INLET SEDIMENT PROTECTION PER 40' 20' 0 40' 80' <br /> DETAIL 2/C01-00 ON ALL STORM CONCRETE WASHOUT coNCREre <br /> INLETS THAT MAY RECEIVE RUNOFF. <br /> AREA w.o. AREA <br /> SCALE Is - 40' Copyright©2014Perkins+Will <br />