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02017 Westwood <br />N <br />........... 0 <br />„93 I <br />Ie — <br />\ I ` r -- _._e. <br />10' WIDE <br />rn <br />POND <br />ACCESS o ci A• 41 �., L . •— — — — 9 <br />ROUTE 36 <br />m rn rn t\\ t �'+ iwf <br />L <br />I Wo \ rn 4 0 ;FNr i.rn <br />{ <br />V '+es vw d 1 h•ab, mW, qe1 ehY pLe yr dd, by me o xMc m, <br />ah.9 MRm . -1.• , 401, 5amsd Faoea�o,u1. Fs,ld•mey se.r 0a for. <br />@II.VJ®t oetlC tl• 4we d 6r Sh6e d eltmeola � Cil Cmmmb <br />Phos, (952I99J-5159 ,699M o..D," tom, - ' , - OP5 Adelaide LLC <br />F. (952 19314522 Ede. Pn91e, MN 55994 <br />ROM (65519x1-5,56 W&0A 5p� M John Betide 1660 Highway 100 South, Suita 400 <br />- <br />wcwaad ftf al -I services 1n aWe 08123M L9mr xs 43358 '�" - - � Park, <br />7. <br />ti <br />O <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />LEGENI> <br />DENOTES SOIL BORING <br />DENOTES SILT FENCE <br />DENOTES POST GRADING SILT FENCE <br />DENOTES HEAVY DUTY SILT FENCE <br />- .......... DENOTES EXISTING CONTOURS <br />x-980 DENOTES PROPOSED CONTOURS <br />_ DENOTES EXISTING STORM SEWER <br />r»� DENOTES PROPOSED STORM SEWER <br />DENOTES EXISTING TREE LINE <br />!'lrl�l/l DENOTES APPROXIMATE TREE <br />REMOVAL LIMITS <br />x 858.3 DENOTES EXISTING SPOT ELEVATION <br />f °B'J0 DENOTES PROPOSED SPOT ELEVATION <br />66.]6 DENOTES PROPOSED SPOT ELEVATION <br />/SMP FOR TEMPORARY DITCH <br />DENOTES EROSION CONTROL ROCK CHECKS <br />E.D.F. DENOTES EMERGENCY OVERFLOW <br />rn=1020 DENOTES TOP WALL ELEVATION <br />Bw=1000 DENOTES BOTTOM WALL ELEVATION <br />DENOTES RETAINING WALL <br />DENOTES INLET PROTECTION <br />AT CATCH BASINS <br />:} DENOTES WOOD u ER EROSION CONTROL BLANKET <br />(3:1 AND STEEPER SLOPES) <br />DENOTES WETLAND BUFFER MONUMENT <br />DENOTES EXISTING TREE TO BE REMOVED <br />DENOTES EXISTING TREE TO REMAIN <br />DENOTES WETLAND FILL <br />— • — - — DENOTES WETLAND <br />- —7��— - DENOTES WETLAND BUFFER <br />RIND DENOTES DO NOT DISTURB <br />POND ACCESS ROUTE <br />EROSION CONTROL NOTES: <br />• ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE <br />MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED <br />AND OR REMOVED AND SHALL BE' CONSIDERED INCIDENTAL TO THE <br />GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL <br />TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE <br />CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />• ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <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 />TRACKING OF DIRT ONTO PUBLIC STREETS. <br />• SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />PONDS BELOW OUTLET ELEV. <br />GENERAL GRADING & DRAINAGE NOTES: <br />• ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. <br />• REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />• THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />• ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />• POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />ADELAIDEHum MN <br />0" 50' 100' 150' <br />0008463GDF01.dwg <br />Date; 05/19/17 sheet 7 OF 15 <br />Grading, <br />Drainage and <br />