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o 2017 Westwood Professional Services, Inc. � 1 RECORD LBGMM POND 6 GRADING CERTIFICATION Call 48 Hours before digging: 811 or ca11811.com \J f- \ Common Ground Alliance DENOTES FIELD CERTIFIED \ POND 5 rn�t LEGEND: 1 _ OUTLET4r:�l-'302.-5- t.0 GROUND ELEVATION TYP. o OUTLET EL=930.5 °' Ito 1 / I I YR ( ) M 1 DENOTES SOIL BORING 100 YR HWL=932.3 rn c° D l iMSFM DENOTES SILT FENCE BOTTOM=924.0 N '� I �- - - - TEMPORARY SEDIMENT BASIN POND BOTTOM = 922.0 3 - - - - TEMPORARY SEDIMENT BASIN N I M -SF DENOTES POST GRADING SILT FENCE WITH SKIMMER OUTLET. E.O.F. WITH SKIMMER OUTLET. X930' I DENOTES HEAVY DUTY SILT FENCE 10 WIDE POND ---980- DENOTES EXISTING CONTOURS 933.5 ACCESS ROUTE � � J TWO ROWS OF BMP'S _ � s / I X980 - NEEDED WHERE DISTURBED DENOTES PROPOSED CONTOURS / / SOILS ARE WITHIN 50 FEET _ i ,cn _ _ _D - >C>--0 DENOTES EXISTING STORM SEWER OF NWL OF WETLAND. 934 _932 _ 9 - - - N ----- fir--- 1 - - \ FN-� DENOTES PROPOSED STORM SEWER 3 / l X93234'*`- "=� W N - - - - - - 934 I I r� DENOTES EXISTING TREE LINE -� 00 - DENOTES APPROXIMATE TREE 924� `� I _ I -j I 9 5.6 I e 935.6 g36 I I 34.5 I REMOVAL LIMITS O x 856.3 DENOTES EXISTING SPOT ELEVATION 928 N 934 934 - �� - I I I� 935.7 � I I � 935.4 6 � 93 '3 1 � 1 � I 9 938 I s6.3o / 4 00 936.0 54 � 9-34 � � ` I � I � 938 � -940--- � DENOTES PROPOSED SPOT ELEVATION / - _ = co 936.0 936 _ I938 - 1 '940 942 I1 1 I TEMP DENOTES PROPOSED SPOT ELEVATION 934 1932 (� -.--- - - 1 1 - I - 42 I 934. FOR TEMPORARY DITCH N_ - - - - � � , 940- �I 942 1 9 I WO 935.6 I WO 1 _ - _ _ W I 35.5 1 - 942 944 935.6 WO 9 .5 I I O 1 943.6 I G 1 I o� DENOTES EROSION CONTROL ROCK CHECKS �------- � 934 I I 93� 1 I I 935.7 I I WO 935.4 9 WO I 943.6 G I I G I I 936.1 I 936.0 I� 1 WO 943.4 4 G I 94.2 E.0.F. DENOTES EMERGENCY OVERFLOW 938.5 935.5 935.9 93 -I I 19' �$ 1 944 WO I WO x 943.7 I I U, 940.9 1,_ - - 941.83 - - J 01 � �I I( �I I� �I I I g36 944.0 I � G 1 1 936.0 I G I I I E. .� - - �.P: I- - -_ - - - - N 42 � � TW=1020 DENOTES TOP WALL ELEVATION 936 I _940 0 944.0 J �j , _ _ _ _ _ - \ G C BW=1000 DENOTES BOTTOM WALL ELEVATION 938.17 938 I I 935 5 W J - - - �� C� J N 942 19 1 0% 20 940 I DENOTES RETAINING WALL -942 942 I 935.5 843.5 G H 17 0.60% - 18 - - I / 1- ^�� ■ _ DENOTES INLET PROTECTION 944 I 0 5 �' - J 15 o,so� s �c,Tu_ _ 944 I � 943. 941.2 _ � � AT CATCH BASINS 935.5 935.5 WO 1) 935.9 WO 936.1 WO I WO 936.1 G \ �'• 42 - I �� 943.5 942.8 943.9 944.1 G 9 4.1 I 9* •F• L o 60% - 9 \ - � � DENOTES WOOD FIBER EROSION G G �_ - - - 42 a 942 - - - - - -940- - �' _ CONTROL BLANKET I _ 09� - 9 13 '� - - - - _ _ -� 93 (3:1 AND STEEPER SLOPES) 34 E.O.F. X942_ 941.18 -1 0 -------J �_- J - -�L- �►►► �� N _____ E.O.F. / r d 12 - "I'll A 942 N C w 941.2 r I � F I I F S // � DENOTES WETLAND BUFFER MONUMENT ►►► •• 942 spy _ �� \ TEMPORARY DEWATERING • 8 9 42---70 11 TEMPORARY DEWATERING \ �� CHANNEL PRIOR TO STORM II I I 1 6 I 7 / / DENOTES EXISTING TREE TO BE REMOVED �� 4-- I --+ I �� 1.5 41• CHANNEL PRIOR TO STORM SEWER AS NECESSARY II I I I I / / L0 0.60% -�� - SEWER AS NECESSARY \ \ r -i II DENOTES EXISTING TREE TO REMAIN 942.0 ` \ 3 \ �' 0-)I FUTUR I ASE 942 �- � N I DENOTES WETLAND FILL ti- - - - I i , w � ,� \ I I I / 1 - - - - - -- 2 - - - - .4- 00 �� 1 I w \\ 6� II I I I I I // - - I I �0 I 36 7- I I - DENOTES WETLAND I G If I 9�� 43.5 lII 935.5 R 11 I 0 II T 13 N I � I G I 11 I I I 943.9 _ 41.\ - - DENOTES WETLAND BUFFER II I I II/ II _ L DND DENOTES DO NOT DISTURB 935.9 R -942 I I E.O.F. -/S �` - - - \ \ �\ 2 \ °� I • I941.0- / 3 = �' \ �n I / POND ACCESS ROUTE 15 I : • I '� d- `► L- - E. 0. F. I III0. I NT-120 rn/ 942 940 i \ I 2 40.1 In i I EROSION CONTROL NOTES: _ I I �� gra - - r I I � - I 1 _ 40. r - - - - 3�5 6 ` OUTLOT B - �') Wcv \ I • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE _g4�/ M_ - - - - -938 _ - - / - - - 941 0 \ 2 1� I \�1 B J I \ �N Q I � � IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE PO F. I � I `� \ MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN b\ �l 42.6--- - - - - =35.8 942 40.2 I / I - �,t= - e�0.5 / w� O iI � � I I ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 944 �- �g I � '38 .940 �_ _ _ I o ,C ,n I M I I AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE N I ` =38• I N o� � N T 0� I c� - - � � � gD�`L � c� 1 7%. /� � � ,.� rn 1 r- GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF o �r I I co co a,, I - - - - - - - �,940 ' I \ / I I I CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. a, M � a, °' I R - - I / 1 I I TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE I rn ro r-) - 942 s w -P \ rn I a' 0' ) E.O.F it i P �`' \ / I I CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. o N / 405 938.7 I 1 I X940= - / - - - 34.0 I • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED \ \ w ,3 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE ' I � I Inv =9 - - -_-9 - - - -41 I � � � /� � N � i II II\ 940 -' 4 ' I MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE 939. 93B I TRACKING OF DIRT ONTO PUBLIC STREETS. 311_ ► - - A2 ----3 4.2 - - - - - - \ I - I • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & / 9- - - 0.9 E.O.F. I � - _ - PONDS BELOW OUTLET ELEV. 9 � 937. � -3e � 3 � - - / I N N \ / 936 - GENERAL GRADING & DRAINAGE NOTES: CO I to P7 J '�' rn C° - - - - - 130 3TfyEEjN - - - • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED / °) CID I/ M I Orn 41 / CJ3 r - r SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 6 �o °' ,� I \ c� _ , - - - • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT A29� °' i - - - HORIZONTAL SITE DIMENSIONS AND LAYOUT. \ / \ I TEMPORARY DEWATERING - • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CHANNEL PRIOR TO STORM C 938 in - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS - - - - - o SEWER AS NECESSARY _ \ - - - ' \ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL � 32 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR / > 9 / N _ H 9 LIFT STATIION � � � \ � 41:1 � 6 / \ \ � e VARIATIONS FROM THE PLAN. � y5 I' SAN RE�� 0 � • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 930, y 934 / - -"1 =908 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. NyS i / SAN0 -- LIMIT OF HASE 1ys `LSO �ry`L � � (sourH Loc / � � � UTILITY TY & � s ' � 2 .F , , 92 \ \ °, 9 $ / 9 /� STREET / O 8 /�o V CONSTRUCTION ANo i LAND KES 1 A DSP 1 OUTLOT J � 930 / / / SAN 934 c � / NyS EX. M-1 / 0 RECORD LBGEM C l Ele sso.� / OND 4 SAN E= 29.00 ` �' D LBGEM GRADING CERTIFICATION EP•1 LOC / i POSSIB - =930.0 1 -9091 DENOTES FIELD CERTIFIED POST GRADING �� 5O YR 'HWL=932',5 , , GRADING CERTIFICATION HOLDOWN ELEVATION (TYP.) SILT FENCE (TYP.) / POND BQTTOM=921�.e � DENOTES FIELD CERTIFIED \ LOT CORNER ELEVATION (TYP.) O TEMPORARY SEDIMENT BASIN Q WITH SKIMMER OUTLET. o o 0' 50' 100' 150' Latest Revision Date:05/02/18 0008463GDF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 Sheet: 6 of 15 I hereby certify that this plan was prepared by me or under my Revisions: Pill Prepared for.• Grading, Westwood direct supervision and that INEEK a duly licensed PROFESSIONALDrainage and ENGIunder the laws of the State of Minnesota. 08/01/17 City Comments g Civ 09/22/17 City Comments checkea: DJW 0R5 Adelaide LLC ADELAIDE Phone (952) 937-5150 7699 Anagram Drive 02/19/18 Record Plans Erosion Control Fax (952) 937-5822 Eden Prairie, MN n; 55344 05/02/18 Updated Plat Additions DrawSFB Toll Free (888) 937-5150 westwoodps.com ,John Bender 1660 Highway 100 South, Suite 400 L A N D I N G Westwood Professional Services, Inc. mate 05/02/18 License No. 43358 Record DraM by�datc JIM St. Louis Park, MN 55416 Hugo, MN Plan