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c2016 Westwood Professional Services, Inc. ' _/ r g24 920 920=- I (� O / l o r g� 4 i - �/00, F928- I \' L/ v o Un; d m 1 POND 18 / ✓ /:: - ° I - OUTLET EL=929.5 / � HWL 930 0 `II - ` // I m M-924 91-� ( ( / // r \ Q1-4 Ns \ N f rn :� Q \ I �gpp_cn I /ar L HWL=928.5\�0� a ` 9 N 00't N 1 �-� -% / J \ 9.3 �� WETLAND KES 2 j e� ` 7 0 / \ (� ,�� \ \ l W TL*D KES 2 A WETLAN KES bar IDE POND S' s` D M T AN CE ♦ ` ` ��'' \ o g •�� I aL,Q CCE / ` EXISTING 'FLOODPLAIN ELEV=928.6(TYP)�'I P OUT L EL= 9'x:8',:.. \ �d w ' HWL=93i':::::::-. 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I \ \\ - \�^\� / 92V WETLAf KE� 2 / o� Z - / 934's c •�s? ss �� -920- , T O' QT� v' ` ,� I / ' p�� \ 9 37 • ai. 33. I a� \ \\ \ .� 7 �. �- 930 _ � 9 / - - 1' r -� _��i g 3 2 \ O i \ �I i \ I W I . I / I39 �1A,� I SGG / � LO I \ \ ? / 9,�•yn� � � 9.j' 93j \ �\ � ^ A \ \ 0.7 �� \ 'cin O I O / / ✓v / I I I - \ / r /�/ 'Q •`S 41. I � ,...' \ LI G I (342-:1 � � I / I 3�• a1• \ / 3 / I `� '� S` � \ 'rj� 34.4 WO .j � \ 934.2 � 93423 g ` � o c� \ \ c�'n�,. ` E.:�: 93S � � � N ^ / / � 01�• G \ / /� � • 4. I f9 �.y^Y 9'S�' 94 \ � 3 Ate \g .:. \ ` � I a M O) wo I \\ \� ss:N s3 / ./ _ 37.92 \ \ /� 42. / ♦O -I / 0 \ \ `�.. J S ? hb fig. / . _` Soc / \ \ \\ / J� f 3 �' \C 7 s6 �/ WETLAND 9 s \ _ �\ •AyOGi \ \ R / A 43. I I� I �7 / 9 40 \� \ / KES 2 M " I .5 Oe A,' \\ 3 R? \ / 35. I / 3y`'•O > CL CL 0.91 // ` \ I N <.DUTLOT / I3157 LP. if; na Iwo 2n now, M11 1� • 93 .00 DENOTES SOIL BORING 9 938.40I 941.9 G G I 941.9 G 1 1 941.9 G H.P. 0 93 (3) 935 R(3) 93 0(3 1 LO(3 EO.F. DENOTES PROPOSED CONTOURS []- t>> --r' 1 EXISTING STORM SEWER OF- ►►---M DENOTES I• I I II DENOTES 938.9 J� II DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATIC DENOTES 810 -ROLL EROSION CHECK DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT PROPOSED WETLAND FILL • r • a �� � �ads - ♦� _ Vlt�s i � .y ♦ . � , -''/ . :moi � if; na Iwo 2n now, M11 1� • 93 .00 DENOTES SOIL BORING 9 938.40I 941.9 G G I 941.9 G 1 1 941.9 G H.P. 0 93 (3) 935 R(3) 93 0(3 1 LO(3 EO.F. DENOTES PROPOSED CONTOURS []- t>> --r' 1 EXISTING STORM SEWER OF- ►►---M DENOTES I• I I II DENOTES 938.9 J� II DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES '� \ \ plS � � b� LP. I • 9� 5 3435 � - sals \ \FJ�-L 35.9 LO�� \ \ � n'�� • 5.5 I � • �o,`L� � 9� \ °��`L 926 � � Y 1 \ L _ 6 � � _ W I n I 924' 20 `930- I- _ X931 \ - 9 0 4 s I7.5o -932. 932- -- - --- g3 L - . 934- 9 4GL wA------ - ---------- -------------------------� POND 1 1N. _yv '� POH POH POH POH QUrL L= 9 31 .O \ --� 31. -7 - - _ HWL=932.7 \ N N B0 TOM= 18.5 I H - -- - ", -- `POND BOTTOM=9 1. SA \ 8 PVC SAN � \ \ �9s -�-\ \ / SAN \ \ WAT WAT WAT WAT \\\ I � SAN SAN SAN AN � \1 f i I Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.corn Westwood Professional Services, Inc. II hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Francis D. Hagen II, PE Dates 02/05/17 License No. 17716 Deeilpted: FDH II Prepared for. 12/13/16 Revised Wetland Delineation 02/05/17 CITY COMMENTS Checked: MHII OP5 Adelaide LLC 03/10/17 CITY COMMENTS Drawn: DWR 1660 Highway 100 South, Suite 400 Rema D�`"i"8 by date St. Louis Park, MN 55416 OND 3 UTLET-EL 930. HWL--932.5 0 10 ,JPOND OT =9 0.0 c Adelaide Landing Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGRM LOT CORNER ELEVATION N ao � LO 0 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LOLQ 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION LO FRONT GARAGE SLAB ELEVATION M 0404 N r7 LO U') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO - LOOKOUT R = RAMLER NOS: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 12 of 27 0008463GDP04.dwa Preliminary Grading Drainage and Erosion Control Plan DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE --980- DENOTES EXISTING CONTOURS X980- - DENOTES PROPOSED CONTOURS []- t>> --r' DENOTES EXISTING STORM SEWER OF- ►►---M DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATIC DENOTES 810 -ROLL EROSION CHECK DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT PROPOSED WETLAND FILL LOT CORNER ELEVATION N ao � LO 0 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LOLQ 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION LO FRONT GARAGE SLAB ELEVATION M 0404 N r7 LO U') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO - LOOKOUT R = RAMLER NOS: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 12 of 27 0008463GDP04.dwa Preliminary Grading Drainage and Erosion Control Plan