2018.05.07 CC Packet - Laserfiche WebLink

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o 2017 Westwood Professional Services, Inc. 3956 Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance LEGEND: 15 \ I ~ \\ / / �� DENOTES SOIL BORING \ \ I _ 19SFft DENOTES SILT FENCE /\ Jll I Psr-SFlllll� DENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE V I \ > --- 980 DENOTES EXISTING CONTOURS o \ ( \� j �\ N - / o�S� 4 / / X980 - DENOTES PROPOSED CONTOURS ri �\ - / �` 1-0 1 TEMPORARY SEDIMENT S7 109 /TO BE USED AS/ 0-�--0 DENOTES EXISTING STORM SEWER 1 1 I low ; BASIN DURING PHASE 1- (/ Fi►►� DENOTES PROPOSED STORM SEWER I CONSTRUCTION / \ - _ _ _� DENOTES EXISTING TREE LINE 1 DENOTES APPROXIMATE TREE -N0 I E.O.F. _. 0 // \ II rly_y_yREMOVAL LIMITS \ </ -"`AV POND 8 TEMPORARY a, / x 856.3 DENOTES EXISTING SPOT ELEVATION \ DEWATERING 34.5 x g'32 g34 4.5 x OUTLET EL=930.0 / � � � ss.3o x 3 .5 932 100 YR HWL=932.2 / J DENOTES PROPOSED SPOT ELEVATION CHANNEL PRIOR I x .5 934 POND BOTTOM=922.0 / 'l I TO STORM SEWER / 66.30 DENOTES PROPOSED SPOT ELEVATION / AS NECESSARY i / TEMPORARY SEDIMENT BASIN // / TEMP FOR TEMPORARY DITCH �j `� WITH SKIMMER OUTLET. _ DENOTES EROSION CONTROL ROCK CHECKS FUTUREC - - E.0.F. DENOTES EMERGENCY OVERFLOW _ / - c�, - - - - __ - - -- - xl /x x x x x Tw=1020 DENOTES TOP WALL ELEVATION -�-�- - - - - -926 - 928 34.5 x �2-----------�T -- �1----- __ -yam - --------�_--�_�--------------------- Bw=1000 DENOTES BOTTOM WALL ELEVATION 9 D, \- - - _ /it- _ - �� / % �- i DENOTES RETAINING WALL Hod - - Hed - �ozr - - - - d _ Hod _ - Hod _ iced Hod _ Hod - Nod Hod _Nod _ Hod _ Hod _ Hod _ _ Hod _ Hod 934 34.5 x + a�T - - - _ / DENOTES INLET PROTECTION 48 934 .5 -> AT CATCH BASINS ASF �� ------------------------- -- --- - DENOTES WOOD FIBER EROSION S>------------------------------------- -�FES�2 CONTROL BLANKET A F. - �� TtAND3:1 AND STEEPER SLOPES) / 33.6 FILL=�608-AC. - - - - - N DENOTES WETLAND BUFFER MONUMENT WETLAND KES 2 - - - - - - - _ j rn' '�FILL=0.11 AC. � � / ` / / / \ \ � / �g30' �'� DENOTES EXISTING TREE TO BE REMOVED - - - 1 J DENOTES EXISTING TREE TO REMAIN --iSOH - �S SOH _ _ -7 ----�-��-- &1- -- 4 j$QH e % O \ \ � / ""/// / - - - - DENOTES WETLAND FILL S j i - - - - - - - - - - - - - - - - - - - - - - °' J DENOTES WETLAND / X WETLAND VES 2� OUTLOT _q32' .932 /8' WIDE I BITUMINOUS TRAIL I \ 1� FILL -0.12 AC. , r- j- � TWO ROWS OF BMP'S - - DENOTES WETLAND BUFFER FILL=0.12 NEEDED WHERE DISTURBED SOILS ARE WITHIN 50FT OF DND DENOTES DO NOT DISTURB NWL OF WETLAND � R < POND ACCESS ROUTE EROSION CONTROL NOTES: POST GRADING 1 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE h X 93��ti 939.38 L I SILT FENCE (TYP.) - SF �F IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE H P - I MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 93� 34 34.5 x 4.5 x .52� \ AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 936 L. P. 9 932 o GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF 940 S+F - - - aH x 34. - 9,34 CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. _ HAY BALES ETC. REQUIRED BY THE 9 •2 � �, _ '��_ _ ` TEMPORARY PONDING, DIKES, , -------- ----- - - - - -- � N cfl / 3`3S 2 G' �'� \ � 934 g36 _� \ � 928 � 93. � � � • CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 9 \ ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED \ w0 \ \ „� m \ 938 �'` `� \\ - 1 26 \9 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE 94� s \�� \ \ \ \ 924 3p �� MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE s� eon' i9� \N NT I T TRACKING OF DIRT ONTO PUBLIC STREETS. �30 93 S / / s, �� s �' i9r'o \ \ s+ • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & - - ry S 94p - 0 /� / �\ \ \ �O �, o 3?18 '%q 9 PONDS BELOW OUTLET ELEV. 4/ �� o \ \ �J \ \ \ 10' WIDE- 17 IDE GENERAL GRADING & DRAINAGE NOTES: S , o• 609 \ �\ \ POND • A CONTOURS A ELEVATIONS ARE T I / -930 �. � 938 !7, c \� � � 94p \ \ 9 ACCESS \ � ALL CON OU S ND SPOT ELEV TIO S E SHOWN 0 FINISHED ' / \ 9 O / / \ �� `,�� ROUTE 9 0 5 SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT \ i / w POND 7 HORIZONTAL SITE DIMENSIONS AND LAYOUT. - - - OUTLET HWL=9 .0 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF /00- \ \ \moo \ �s` d' cs' 924 \ I � �'' � 100 YR HWL=932.0 - - - - - -' "�' F� 9 O �\ \ c9\ \ TEMPORARY DEWATERING rn EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS POND BOTTOM=920.0 l CHANNEL PRIOR TO STORM \ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 112 \ \ - 9 \ TEMPORARY SEDIMENT BASIN 2 SEWER AS NECESSARY IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR \ 936: 5 ,WITH SKIMMER OUTLET. / �� \ o VARIATIONS FROM THE PLAN. \ \ g34 g36 I I �\ / \ \ TEMP \ tJ� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. , N 4.5 x \ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 940. 9s� �Q , 94 p i \ \\ o \ \ \ \ \ 2 WO / 9-0.750 1 cs \ \ 934 I I g34 \ / \ \ 934 c� \ �, R w �, \ ^ •92n - J 942.2 G III g0 94 o �\ \ 'cam 92 922 G O 2 / / , / \ �0 - DN \ / w 0 \ c9 38 // `9� `9� 92 926 gyp` /934 L ./ 1 \ N \ _01, \ �, m\ rn rn 931.0 \ CGL \ // \ �\ - - - - • < ?� 4_0 \ I _ 40.6 - 94362 IQ n / 9 1 I O S 934 ao � - c / \ / `32� PROPOSED \ - J I \ 2 �L �� - - - 934;. 01 9g \ / TREE \ - - - - °` O / �, / , " 931.54 O g� LIMITS (TYP.) \ 1.5_ _ - - _ _4Q.5 -� �o m 32 /�/ \ _ _ I I TEMP I I 936.4 A � pR'Y/ \9 / 936.4 I I 935.9 /TAN K 0 co o I Nt HAN L / / 995 �0 938 936 // / \ WE L D ES 2 N I T 6 40.5 .50 T STORM C6 �3 94 9 9.40 o \ \ "� rn. IS NSE ESA v� GG 942 CL CL 9 91 �h / G' o \ - - -TAMP \ 06 c O l I 0' 50' 100' 150' � o• � w, LIMIT OF - o I PHASE 1 0' I\, Q f x I I Latest Revision Date: 05/02/18 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 0008463GDF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 sheet: 8 of 15 I hereby certify that this plan was prepared by me or under my Revisions: J� Prepared for.• Grading, direct supervision and that I am a duly licensed PROFESSIONAL Drainage and ENGINEER under the State of Minnesota. 08/01/17 City Comments 8/23/17 Revisions DJW OP5 Adelaide LLC ADELAIDE 09/22/17 City Comments 02/19/18 Record Plans Drawn; SFB John Bender 05/02/18 Updated Plat Additionsee 1660 Highway 100 South, Suite 400 LANDING Erosion Control Date 05/02/18 UcenNo. 43358 Record DwMM bydatc JIM St. Louis Park, MN 55416 Hugo, MN Plan