Laserfiche WebLink
'0' i NCR_ DUnLFT PRE <br />NJ REt NPE <br />M_I'�I <br />�- GRANULAR FILIER IYANNET <br />SE NOftj <br />NOTE: 111E CONTRACTOR. AT Nis OPTION. Y SIBSBTUTE- <br />A GEOTEXDIE FAPLRC. SPEC. 3801 FOR HE GRANULAR <br />PLt KAMEN UNLESS LW LOSE SPECIFIED M NE. <br />ANS. of FABRIC SHOULD COVER 110 ANFA OF 1H'E <br />WRAP 233110 UNIT. :HE U13.1. APRON O FTET. <br />LEGEND: <br />1) Denotes Direction of Surface Drainage <br />2) Denotes Proposed Contour <br />3) — — Denotes Existing Contour <br />4)...111.Denotes Silt Fence. <br />5) X 909.2 Denotes Proposed Spot Elevation <br />GENERAL NOTES <br />A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT <br />ENTRANCES TO EXISTNG HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE 00 <br />LESS THAN 50' 10 LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE 1" <br />TO 2" WASHED ROCK. <br />NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION <br />OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY <br />ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF <br />INSTALLATIONS, <br />NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR GUTTER LINE <br />UNLESS OTHERWISE NOTED. <br />ROCK CONSTRUCTION ENTRANCE <br />EROSION CONTROL NOTES <br />L PRIOR TU ROUGH GRADING, INSTALL SILT STOP FENCE <br />M LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCES <br />WILL BE REQUIRED MERE LOCAL CONDITIONS REQUIRE. <br />B. EXCAVATE POND, <br />3. ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA <br />BASIS TO MINIMIZE UNCOMPLETED AREAS. <br />0. PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A <br />STRAIGHT SET DISC IN ALL DISTURBED AREAS WITHIN 14 DAYS <br />AFTER GRADING. <br />5. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING <br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED, <br />CONSTRUCTION OF A SILT FENCE <br />EXTERCION OF 10001E 6 <br />MIRE INTO THE TRENCH. <br />FILTER <br />FABRIC <br />-ti <br />SITE PLANNING <br />ENGINEERING <br />PLOWE ENGINEER /NC INC <br />9180 LEXINGTON AVENUE N.E <br />CIRCLE PINES, MN 55014 (763) 785 -1043 <br />MARSHAN LAKEVIEW <br />PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />LINO LAKES, MINNESOTA <br />/I <br />/ / / <br />/ <br />/ <br />1 1/ <br />GROUTED RIPRAP <br />SWALE DETAIL <br />20 <br />oh <br />/ <br />r <br />/ <br />/1c <br />\ ■ <br />/ hereby certify that this plan was prepared by me or under <br />my direct supervision and that / om o duly registered pro- <br />fessions/ engineer under the lows of the State of Minnesota. <br />OATS 1/ 13/ 05 <br />REC. NO. 18227 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />/ <br />7 7 <br />/ / <br />/ / <br />/ 7 <br />// / / <br />/ / <br />/ / <br />/ <br />S <br />/ <br />/ FA <br />/ WETLAND <br />OHW 883.3 <br />GRAPHIC SCALE <br />D m BD <br />/ i \ <br />( IN FEET) <br />1 inch ' 30 10 <br />/ <br />EMERGENCY OVERFLOW <br />__CE/ASS II GROUTED RIP W% OT�XnLE" ERIC RAP�V�ALE _ <br />RIP RAP WEIR OVERFLOW <br />89QZ.�\ <br />5 TON. RIP .RAP' <br />W/ 0'I TILE FABRIC <br />\0 <br />aml <br />s 0 <br />(lfl(1 n=1ul <br />I <br />GE0TEXT1LE FILTER FABRIC <br />001UTE5 0)0000 1CL 111 <br />SEC. B -B <br />FILE COPY <br />RECEIVED <br />JAN 1 4 2005 <br />CITY OF LINO LAKES <br />FINISH CL GRADE <br />B0' <br />24' <br />CL <br />R/W <br />0.02 FT/FT 0.02 FT/FT <br />II <br />• <br />TOP OF 5UBGRADE I fl <br />SURGRAOE PREP. MnDOT 2112 <br />4' TOPSOIL I <br />SOD CR SEED AS DIRECTED -1 <br />BY THE ENGINEER <br />L 1.5 2331 BIT. WEAR (TYPE 41) 2 ROWS 500 (TIT.) <br />L TACK COAT <br />L.5" 2331 BIT. 8000 (TYPE 31) <br />0 CLASS 5 GRATE. (RECYCLED OR 1005 CRUSHED) <br />* STREET SECTION THICKNESS TO BE <br />VERIFIED PRIOR TO FINAL GRADING <br />PREPARED FOR <br />JAMES AND JUDITH FUNKHOUSER <br />595 MARSHAN LANE <br />LINO LAKES, MN 55014 <br />TYPICAL STREET SECTION <br />IbNs \ DATE. 17/13/04 <br />1/1,1/05 Ennv '10Y C 41011W75 <br />SHEET <br />C1 <br />