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9 <br />3 <br />0 <br />93 <br />5 <br />940940940 94594592 <br />9 <br />9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />93 <br />3 <br />93 <br />4 <br />9 <br />3 <br />6 <br />93 <br />7 <br />93 <br />8 <br />93 <br />9 <br />941941942942943943944944946946947 947948948945 <br />950 <br />944 <br />94 <br />6 <br />947 <br />948 <br />949 935940945945931932933934936937938939941942943944946946947947 <br />9 <br />3 <br />0 <br />935 <br />931 <br />932 <br />933 <br />934 <br />936 <br />937 <br />938 <br />939941942 <br />945941942943944946 <br />935 <br />935 <br />940932 <br />933 <br />933 <br />933 <br />934 <br />934 <br />934 <br />93693793893994 <br />1 <br />9419429429439439409459459 <br />3 <br />7 <br />9 <br />3 <br />8 <br />9 <br />3 <br />9 <br />941942943 <br />9439449449409459399419429439449469469 <br />4 <br />7 <br />947948948800 BROWN ROAD <br />920 BROWN ROAD <br />930 BROWN ROAD <br />OHWL <br />929.4 <br />BROWN ROAD (CO RD 146)LOT 1 <br />R45 <br />LOT 2 <br />LOT 3OUTLOT A24'N <br />0 20'40' <br />LFE=936.5 <br />LFE <br />= <br />9 <br />3 <br />7 <br />. <br />0FFE= <br />9 <br />4 <br />7 <br />. <br />0 <br />LFE=939.0FFE=949.0 <br />FFE=946.5 <br />INSTALL DUAL SILT <br />FENCE ALONG WETLAND <br />FILTRATION BASIN <br />BOT=933.00 <br />NWL=934.00 <br />HWL=934.51 <br />EOF=934.50 <br />100-YR HWL = 931.1 <br />945.5 <br />LEGEND <br />EXIST BITUMINOUS PAVEMENT <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED CULVERT <br />PROPOSED DRAINTILE <br />PROPOSED SEWER FORCEMAIN <br />EX CONIFEROUS TREE <br />EX DECIDUOUS TREE <br />GENERAL NOTES <br />1.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR <br />TO ANY EARTH DISTURBING ACTIVITIES INCLUDED TREE CLEARING, <br />DEMOLITION, AND GRADING. <br />2.CONTRACTOR SHALL PROTECT TREES NOT SCHEDULED FOR REMOVAL. <br />INSTALL SNOW FENCE OR OTHER PERIMETER CONTROL MEASURE TO <br />PROTECT AREA WITHIN DRIPLINE OF TREES TO REMAIN. <br />3.INDIVIDUAL LOT GRADES SHOWN ARE PRELIMINARY AND NOT FINAL. <br />FINAL GRADING WILL BE PROPOSED AT TIME OF BUILDING PERMIT <br />APPLICATIONS. <br />4.MAXIMUM SLOPES WITHIN RESIDENTIAL LOTS SHALL BE NO MORE THAN <br />4:1. SLOPES OF PROPOSED FILTRATION BASIN SHALL BE 3:1 MAX. <br />5.RESTORE DISTURBED AREAS WITH MNDOT SEED MIX 22-112, EXCEPT <br />FOR FILTRATION BASIN WHICH SHALL BE RESTORED USING MNDOT <br />SEED MIX 33-261. <br />6.WORK WITHIN THE RIGHT-OF-WAY OF BROWN ROAD WILL REQUIRE <br />PERMIT FROM HENNEPIN COUNTY. CONTRACTOR SHALL ACQUIRE <br />NECESSARY PERMITS PRIOR TO COMMENCING WORK. <br />REFERENCE NOTES <br />1 SILT FENCE OR SNOW FENCE SHALL BE USED TO PROTECT INDIVIDUAL <br />TREES DURING MASS GRADING OPERATIONS. MINIMIZE FINE GRADING <br />WITHIN DRIPLINES USING LOW-PRESSURE TIRED EQUIPMENT OR MANUAL <br />LABOR. <br />2 NORMAL OUTLET OF FILTRATION BASIN TO BE CONSTRUCTED AS EARTHEN <br />WEIR A MINIMUM OF 10' IN LENGTH AND 2' WIDE. INSTALL EROSION <br />CONTROL BLANKET TO PROTECT GRADING UNTIL VEGETATION IS <br />ESTABLISHED. <br />NORMAL OUTLET <br />ELEV=934.002 <br />1 <br />PLOTTED:COMM. NO. <br />DRAWING NO. <br />----16628 <br />TANAGER <br />CREEK <br />1 3 6 0 5 1 s t A v e n u e N . #1 0 0 <br />P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m <br />P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 <br />A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />ATJRAT <br />01/14/2022 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />860 BROWN ROAD <br />ORONO, MN <br />ETHAN DE NARAY <br />PRELIMINARY PLAT <br />1 01/14/22 PRELIMINARY PLAT SUBMITTAL <br />PRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.01/14/2022 <br />ADAM THIELE, PE <br />2 02/10/22 REVISED PER CITY COMMENTS <br />946.2 <br />1 <br />1