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D I I 2.s2.9 KEYPLAN <br /> STEPS EX. 1� 3.8 zLs 3 / / / ys"��31�e � \\ I I I I <br /> GONG I I I <br /> //// <br /> io-949.6 / / �/ /�y�� // 5L-K <br /> ° �� <br /> EYSTONE WALL �\ h ( 1 / / <br /> 2 <br /> \ 2.5 <br /> 2.7 r` <br /> �' I P I \ I 7.1 / \ ° I \ ✓ 3.0 �i <br /> 5.2 ' I I� B 2 coNc <br /> / <br /> N Al STRM 64 \ I"' I �� 90.G EXISTING BfALO/NG 3.2 91� �croNc o z 4B \ r I I I I I I I I I I .�P I /7 i 1 I I III I ,I 1 P I v <br /> S 627 / 4.7 TW 3.8 S 31 m \ / <br /> L \ # 1 8 0.1 4.0 I �� 'r. <br /> ISSUE HART <br /> \ 3 34.1 / G <br /> i' ' W 50.15 49.9 9.0 RM MARK ISSUE DATE <br /> _r o• s. 3 49, \ � 1 \ �9 1 GRADING DRAINAGE AND EROSION CONTROL PLAN - PHASE TWO <br /> 3.3 3.9 STRM 2 \ 6.5 za. CO2-02 1 = 40 <br /> 4.9 R \ \ <br /> 0.2 9.3 6 ® - - �r-9.fi� zsL <br /> 0.7 NV=945.]N <br /> V=945.1 SW <br /> 0.5 9.5 3 N <br /> 5 M B5 <br /> g.0 .3 _9 9 �� / _ ._ g� PROPOSED PLAN SYMBOLS I hereby certify that this plan, specification <br /> 2 <br /> STRM # 2` ° � _ _ - 49, ► � _� ° ;��� _ �y � or report was prepared by me or under <br /> ° -33 , / • 9 / ° ABBREVIATIONS CONSTRUCTION LIMITS my direct supervision and that I am a duly <br /> STIR WEER �s7 � 1 BLDG Building SILTATION FENCE Licensed Professional Engineer under the <br /> BM Bench Mark - - <br /> \ / , \ / I(_ yf°� -- � • ` BW Bottom of Wall PROPERTY LINE laws of the state of Minnesota. <br /> _ _ _ _ _ _ _ _ <br /> ­AN <br /> CB Catch Basin SAWCUT LINE (APPROX.) <br /> T LAN D \� \ 9� / CONIC Concrete <br /> ELEV Elevation PROPOSED CONTOUR 6 <br /> EOF Emergency Overflow DRAIN TILE --- ------>--- KEVIN A.BOHL <br /> EX Existing Date 05-02-2016 Lic.No. 52209 <br /> FIFE Finished Floor Elevation STORM SEWER <br /> HWL High Water Level Job Number 15401 <br /> INV Invert WATER MAIN 1 <br /> LIFE Lower Floor Elevation FIRE DEPARTMENT �I( Drawn WH-NA <br /> MAX Maximum CONNECTION IN Checked TJC <br /> MH Manhole RETAINING WALL KEYED NOTES <br /> MIN Minimum Approved KAB <br /> PVC Polyvinyl Chloride CATCH BASIN ■ ® KEYED NOTES ARE DENOTED BY NO ON PLAN. <br /> RCP Reinforced Concrete Pipe TITLE <br /> TC Top of Curb Q INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/Co1-00. GRADING DRAINAGE <br /> MANHOLE <br /> W. Top of Wall EROSION CONTROL ❑2 INSTALL SILT FENCE. REFER TO DETAIL 3/C01-00. AND EROSION CONTROL <br /> W.O. Washout BLANKET (TEMPORARY) <br /> ROCK CONSTRUCTION �3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C01-00. PLAN <br /> APPROXIMATE PHASE TWO ENTRANCE ❑ APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO <br /> DISTURBED AREA DRAINAGE FLOW ARROW >> 4 THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION - PHASE TWO <br /> IS 19.37 ACRES ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE <br /> RETAINING WALL SPOT DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON-SITE CONTAINMENT. SHEET NUMBER <br /> ELEVATION .151�. a INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL <br /> NOTE: 2.2 BLANKET. <br /> STORM SEWER INLETS NOT SHOWN ON SPOT ELEVATION <br /> PLAN MAY RECEIVE RUNOFF FROM SOIL BORING CO2 =02 <br /> CONSTRUCTION ACTIVITIES. INSTALL B-1 c_11 A A^ p <br /> INLET SEDIMENT PROTECTION PER ''0' 20' 0 r11 80' <br /> DETAIL 2/CO1-00 ON ALL STORM CONCRETE WASHOUT corcRErE <br /> INLETS THAT MAY RECEIVE RUNOFF. AREA W.O. AREA <br /> SCALE 1 40' <br /> Copyright©2014 Perkins+Will <br />