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o 2017 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />_j 811 or cal1811.com <br />LEGEND. Common Ground Alliance <br />DENOTES SOIL BORING <br />DENOTES SILT FENCE <br />M -SF DENOTES POST GRADING SILT FENCE <br />DENOTES HEAVY DUTY SILT FENCE <br />---980— DENOTES EXISTING CONTOURS <br />980 DENOTES PROPOSED CONTOURS <br />0— >C> —0 DENOTES EXISTING STORM SEWER <br />DENOTES PROPOSED STORM SEWER <br />DENOTES EXISTING TREE LINE <br />rly_y_y_�% DENOTES APPROXIMATE TREE <br />END STREET CONSTRUCTION REMOVAL LIMITS <br />AT STATION 7+14.97 6 x 856.3 DENOTES EXISTING SPOT ELEVATION <br />/ 66.30 DENOTES PROPOSED SPOT ELEVATION <br />AOH 9 ef-_ - --- 66.30 DENOTES PROPOSED SPOT ELEVATION <br />GF TEMP FOR TEMPORARY DITCH <br />OH <br />9 3 8 '92= 938 lo. <br />—940. V�­U_ <br />00000% DENOTES EROSION CONTROL ROCK CHECKS <br />-938 <br />I N E. 0. F. DENOTES EMERGENCY OVERFLOW <br />C4 Z-'226 11 0 <br />0) `4—)11 1 0 TW=1 020 DENOTES TOP WALL ELEVATION <br />IY Z'O-V6 1 0) 13 W= 1000 <br />+- It P0 <br />11� CY) do _00) Po DENOTES BOTTOM WALL ELEVATION <br />0) Cc)) <br />0) cy) N N TEMPORARY SEDIMENT DENOTES RETAINING WALL <br />.04) 0 0 1�3 V_ I <br />3�: to 0) BASIN 'A' WIITH SKIMMER <br />942 <br />942 942 OUTLET. DIISCHARGE SOUTH DENOTES INLET PROTECTION <br />L'926 ('9-0 1 (,6 0) OF MM STREET AT CATCH BASINS <br />I 'A 9-5� 3S/�j <br />CO -7 ( � �F276� <br />A:L 0 9*Lt6 942 0 Z -0-V6 0 /-'926 DENOTES WOOD FIBER EROSION <br />P 0 CONTROL BLANKET <br />0) <br />1 00 <br />CV — — — — — — --- j 0j_ CO _j It- (3:1 AND STEEPER SLOPES) <br />y- 1 '940 LV6 �j co <br />0 .0) 1 ""'�l <br />3�: CD CIO) <br />DENOTES WETLAND BUFFER MONUMENT <br />V VARN-90 <br />.2 -IM N <br />_:z- <br />0 Cq e — <br />P0 Ln TEMPORARY SEDIMENT DENOTES EXISTING TREE TO BE REMOVED <br />cc <br />M '3 D:� %007 BASIN WITH SKIMMER <br />r. -Y "_j OUTLET. DENOTES EXISTING TREE TO REMAIN <br />Ukz 1b 936 <br />.3 9al A SF SF <br />I F DENOTES WETLAND FILL <br />DENOTES WETLAND <br />C -A "6 1% rq, q) DENOTES WETLAND BUFFER <br />O� 10 < <br />rr) -f-7 <br />0.60% N 0 <br />9 <br />10 -�' <br />0')0 6 O� <br />DNM DENOTES DO NOT DISTURB <br />r .,940 <br />POND ACCESS ROUTE <br />(340 <br />i, V 100 <br />'0. 9 97 6- C1. 9 / , A <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 />:2 <br />ry <br />00 <br />z �-- >_ <br />E cn 0:� <br />Ld 0 < <br />I-- I !I <br />< 0' 50' 100' 150' <br />0 Latest Revision Date:05/02/18 <br />ft� z "Jq <br />0008463GDFOl.dwg <br />A Ist & 2nd AdcL Date: 05/19/17 Sheet. 7 OF 15 <br />I hereby certify that this plan was prepared by — or under my Revisionm Prepared for. Grading, <br />direct supervision and that I am a duly licensed PROFESSIONAL Dedigned; JIHIB <br />Westwood ENGINEER under the laws of the State of Minnesota. 08/01/17 City Comments Drainage and <br />09/22/17 City Comments cluwked:_ DJW <br />Phone (952) 937-5150 7699 Anagram Drive 02/19/18 Record Plans OP5 Adelaide LLC ADELAIDE <br />Fax (952) 937-5822 Eden Prairie, MN 55344 05/02/18 Updated Plat Additions Draw= SFB L A N D I N G Erosion Control <br />Toll Free (888) 937-5150 westwoodps.com John Berlder 1660 Highway 100 South, Suite 400 <br />Remd Dmwing by date JIM <br />Westwood Professional Services, Inc. Date 05/02/18 Mown No. 4M,% St Louis Park, MN 55416 Hugo, MN Plan <br />