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02017 Westwood Professional Services, Inc. Call 48 Hours before digging: <br />4Y 811 or callffllxom <br />T <br />Common Ground Alliance <br />LEGEND. <br />0. <br />DENOTE <br />oe- <br />I. <br />S SOIL BORING <br />I. <br />DENOTES SILT FENCE <br />� _E \\ � I I \ ,` x� `\ �`• ` '^` DENOTES POST GRADING SILT FENCE <br />0 <br />A6,y. DENOTES HEAVY DUTY SILT FENCE <br />DENOTES EXISTING CONTOURS <br />_98*0 DENOTES PROPOSED CONTOURS <br />0\ <br />\.\ ,` I \ I \I I I` I I `, l I DENOTES EXISTING STORM SEWER <br />DENOTES PROPOSED STORM SEWER <br />I. DENOTES EXISTING TREE LINE <br />j - - - - - - - - - - - N,I. I C3 <br />DENOTES APPROXIMATE TREE <br />REMOVAL LIMITS <br />96 <br />856.3 DENOTES EXISTING SPOT ELEVATION <br />0 <br />a, DENOTES PROPOSED SPOT ELEVATION <br />-_ - _ \ / \- �' 1� - / I . I -h I 8 ODE <br />a '0 <br />BITUMINOUS C6 <br />DENOTES PROPOSED SPOT ELEVATION <br />-P <br />J., <br />DENOTES EROSION CONTROL ROCK CHECKS <br />TRAIL (TYP.) c" FOR TEMPORARY DITCH <br />> <br />4,/EO.F. DENOTES EMERGENCY OVERFLOW <br />-7 <br />... ........ . <br />I. <br />TW=1020 DENOTES TOP WALL ELEVATION <br />a TOM WALL ELEVATION <br />cy BW=1000 DENOTES BOT <br />N <br />x DENOTES RETAINING WALL <br />Ch DENOTES INLET PROTECTION <br />AT CATCH BASINS <br />DENOTES WOOD FIBER EROSION <br />.... . ..... <br />to If X,,*tis CONTROL BLANKET <br />'k <br />j 4 <br />(3:1 AND STEEPER SLOPES) <br />DENOTES WETLAND BUFFER MONUMENT <br />.4 <br />. ....... .. <br />DENOTES EXISTING TREE TO BE REMOVED <br />z <br />DENOTES EXISTING TREE TO REMAIN <br />N, N <br />DENOTES WETLAND FILL <br />;__6 <br />!r <br />DENOTES WETLAND <br />TWO ROWS OF BMP'S <br />C <br />7 <br />DENOTES WETLAND BUFFER <br />NEEDED WHERE DISTURBED <br />SOILS ARE WITHIN 50FT OF DENOTES DO NOT DISTURB <br />z MM <br />NWL OF WETLAND <br />Al <br />ya <br />Z POND ACCESS ROUTE <br />ka, <br />z EROSION CONTROL NOTES: <br />W: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />-0 r -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE <br />"N" 477 IN MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />M <br />ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL 13E MAINTAINED <br />AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE <br />1IT <br />..... ..... . N _\ " I GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />'�bl CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />J <br />V_ TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE <br />NI CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />V) <br />N <br />"/ - o - �' I _ - \ \ ` j\' % :7 o sfl 1.' oil O G: \ •�. rr'fr "F x I I - ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <br />L <br />/ , <br />AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE <br />MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE <br />z TRACKING OF DIRT ONTO PUBLIC STREETS. <br />\V <br />F=! <br />I E <br />SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />- I' �m'� \ A >r / ! , ♦ - .' J �d ID PONDS BELOW OUTLET ELEV. <br />J, <br />b <br />0. GENERAL GRADING & DRAINAGE NOTES: <br />* - I - mx� '\ 9'° foi,ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />SURFACE GUTTER GRADES UNLESS OTHERWISE NOTED. <br />Q-% REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />'z' <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />WARNINGH THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />IPEUNL Q_ C EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />'GH UN' P <br />; 12 AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />EXCAVATION /OR COP45TKUU I ION <br />'�&IBIIED WITHOUT <br />- FROM: <br />WRITTEN PERMISSIOI, 1: <br />IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />Ch It <br />I" z <br />Rp PIP Yl , ' I <br />VARIATIONS FROM THE PLAN. <br />CONTACT ANI!�UIEIJX 140V <br />ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />C� L <br />Andrew�Leri%ieux@K.�hPip�li�.-�. <br />_N <br />POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />\0 <br />v2v/ <br />I T <br />v aN ;/' // 9 /°; \. s., r a ? ;\�\\p �t�\ \ \ NEEDEO WHERE DISTURBED � ', \L.�'� �� 1 �. I � �, / `'� // /'hry. \ /// :% \\\\�✓ �� � � � "'0 �•y \\�� r 0' 50' 100, 150' <br />TWO ROWS OF BMP'S <br />0008463GDFOIAg <br />—051191V Mwet: 9 OF 15 <br />Grading, — <br />.T� ­iI I Wy Pltopzspw� <br />Westwood _� � IbI, 1- a Iiit,II. d M_ OM/17 MY <br />ph. 195219-5150 7699 ­­. D­ . CS/n,17 Chy law OP5 Adelaide LLC ADELAIDE Drainage and <br />F- �92):37- 22 Ede1Pr11H1.MNSS3" Erosion Control <br />T`A� 5:8) 37.5150 -Aw-ft— John Sm- 1660 Highway 100 South, Suite 400 L A N D I N G — <br />1110.K.-d Pf.W ... I S-kn 1- 08/23/17 43358 R..d D-ft b,/dft St. L*= Park, MN 55416 Hugo, MN Plan <br />