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© 2018 Westwood Professional Services, Inc. 1 Call 48 Hours before digging: 811 or call811.com Commoi_Ground Alliance - 1 -920- \ o I - �I \ WTLD D 18.0 TWT ^ C� '- WTLD A I� W BOT 912.0 18.0 BW -----� BOT 914.0 / / �.5 I I \ \ o OUTLET 912.2 %� 1 18.0 BW 18.0 TWI I I° I ✓ ! - - _ _ _ N / g2 9 HWL 912.E ` OUTLET 914.3 / �, \ 22.0 TW5 I I I HWL 914.5 / / \ \ OUTLOTB \ • 8.0 BW I I �I I I 1100 SF RETAINING WALL / I �I 922.5 I I 922.8 I I 9 I 925.2 I I NSTALLATION O 92� 9, O COORDINATE RETAININGWITH UTILITY (CONTRACTOR � �\ \ • II I I I I �'j i i i I I 926.5 929.5 DLO / � \ \ G I I � 9��0 20� � • / � � / Z1 � � I � I I I WTLD A s \ \ \ WO 920.2 I I O 925.2 SEW 926.5 SE O \ I I I LQ� 919.5 d N 922.8 SEW I 923.9 SEW ti / of I G 928.2 �, I I 927.1 G 928.4 G I I O I 927.5 � I 926.0 G 4/0 / 9 \\ / y \ `� g216 \\ 28. C 6.0 TW - L - _ - zl I N I I I I I I 929.7 / / \ \\ / 928 g / •8 \ -- / ^0 N /\ G (� 922.58 � / ��^• \ \ � _ J � Oy 2s.s3 N� � • 6 / / / �;� \ / / /�\ 17 .7s / 925.25 X 926.95 \ / //w,.. / \ / J , �j \ 923.45 19 92 YYO / 92 \ / / _. \ / 9�� O�� \ �/ / 159L6�0 ° ° o �- 9 3.03 24.41-926.39 o \ TEMP DEW CHANNEL / c` s208 / os / \ 4p �� I �l oo°o 923.13 \ 922.53 �� 2.00% \9 � \ / O \ 4 925.26 I go'A? / ° O ° O °? E.O. 24.4 N Nw • :��926.33 L.O. 9 / / °' °o°o o �� 924.9 923` 9 _ �l 27.9 N N 926>8 2�8 \ g\ \ / / / o° o o°o ,926 CL/L E.O.F.- 924.5 \ 926 ��. 8 �o y \ �p oyo /� \ G 926.6 I \ //> \ G O, �y�00 ,� SE 923.4 / \ 40 9 -9 gnj` D \ \ Cn I I \ / w 3 / �L 25.74 �\ / o I u) c� . I I rro � � - 920 • � / \ c o O / N °u rn E. . F. I W -2' I - - 8:5- . \ / -� �\ ��/ G \ �`�9.4 � WETLAND IMPACT I \ R>aooRD t D �0 \ \ / p ` \ / \4, 2 9 0 SF I N o n WTLD B GRADING CERTIFICATION ` 927.0 �� `L �\ ` // O I a, o I NI DENOTES FIELD CERTIFIED 2`�s os�s9 �,\\ \ /24.8 I I I I �. ♦i HOLDOWN ELEVATION (TYP.) Cn WTLD B �� .� �o ci^ p \ RHOORD LBGEW- I C� BOT 913.5 - -\ s �� G�1 \ WTLD E GRADING CERTIFICATION OUTLET 913.8 ETLAND IMPACT x Cti �27.' 7 �� i I I \ DENOTES FIELD CERTIFIED H WL 914.2 / 420 SF s / o� �s CL- L ��,�� ` \ // WTLD E GROUND ELEVATION (TYP.) l o I I N PO 0 /' 6 ��, s� \ 4 \ / /B 0 T 919.7 RBCXW i�iD / o ��. ��, �� \ \ / OUTLET 920.7 ,� � I \ POND 9 GRADING CERTIFICATION \ - - - - - � � / 9 9 'ss X \ �� \ \� / HWL 922.1 \ N N �- -�2.5 • . / LO OUTLET 915.0 DENOTES FIELD CERTIFIED /\ \ g2�' .�� \ % / OUTLOT Ce- • � �'� - - - - -E.O.F. / aoa' HWL 916.5 LOT CORNER ELEVATION (TYP.) / /� \` �' 9�2 6 / rn \ - E.O.F. P T `0�' \ \ 10-924.05 1 �q 926.69 \ \ / / \ ■ :925.96.'....'.' Wb \� 92,�n-• 921 922.67 • X 923. ::.... 0. F. • / {� ■ 925.88 �)26.5 931� \ ` / 0 \ <J / 41923.19,CON TOR. ARNT CONSTRUCTION COOPANY / 9 \ / �� 926.04 _ _ _ _ _ _ _ _ _ _ _ 923.51 VO 926.16N . i \ J� • / At \ .'..... ... 926.23 O�� . . . .926.60 r / / 2 \ \ G / . F. OJ s 92508 .. p� i^\ I ,W, _ _ _ �_._._X 929.65 RECORD DRA WING ti / �. � / N -WE AND 1 PACT/ : �VI 925.53................. . p�� . 0�2 / 9 \ , \ t0 Q \ ' ' . ' . ... .'......'.'.'..925.85 .. 922.11� .....`.. ... :... ' � _.'.-�.::....:.::':':':'::. : `34 CONFORMING TO CONSTRUCTION . ECORDS aylr _ Otil / 6 / 27• \ g2 . s w \ g`� \ ` `�. 926... 926:.:.....:.:..:.:.:. 12,81�� SF. I :.:.:..:..923:04 ::'... 93008..'. O 9 \ Rio OjD / lJ \ 926.04 .'.'.... 921.06�'.'.'.'.'.'. �C O 926.18................'.'.:'.'.' BY Jerrod McCarty DATE 2 11 19 - G �� \ Ns �\ 922.,3 _ _ y \ \ �� - \ pt \ 6� \ CJ , .......... O i� O 921.91 . WE8TWOOD PROFESSIONAL 8ERYN:E8 \ \ / / / �`O Z� • 9 �� \ i / 9 9. \ \ 3 � � C] � \ .........'.'.'.'.'.'.'.'.'.'.'.��--^922,1C'922.00 �� ..'.' .'.'.'.'.'.'.' 926.87 �O 926.03 `Dp...©....'..'°.,;...0...0.'. .. .926.18..... .'. ' I ��nn 922.02 � 917.25 ° �'�922.94'`� � � C9.' ' ' ' 923.11.' .. \ / / 9 / /10 \2 �Yc915.62 C917.17 I� -- \ � � • `Z� • 2 \ \ / 920.95 � ��j 918.27 � . Z� • do � �� 918.55 J 8 ... 916.05 920.87 � � � � � .� _ _ ,v 915.46 1 >Q92, O 917.33 ��' / '6' 9'I5 2 \ 6 g• cD N \ 921.97 �E915.8�4 �JC911.76/'/ 924.4044./....'..921.88•I�--- \ C9 \ ` 920.96 �� 911.72 / > 91257 O 911.78 927.82 / 927.40 912.82 \ ('� 924:62 POND 7 922.90 ,� C%Q C%' 'S}.(�.' � :930� / \ / / / 1 9 \ \ ib• / / \ \ X 926.62 \ 916.49 X 911.80 / O° 917.000"' . '_ �'v..'. '� 931.2 �Dc \ / l�W 1 X 911.76 920.91 r925.25 912.46 � 927.01 - OUTLET 922 9,2.28 0_ a _ 912.68' 923.15 29.6 I \ O \ 4 %��ll 923. �, - ° 9`2�, 90° \ q \ �(�C /911.90911.78 915.89 O O & m6.25 X 911.79� 915.90 / ':::..... .../____I _J 925.74.'.' 912.62•�\{ �/�22.02/ / 917.05 912.60 915°52� ` \ i ,1 1 \ /n� 1 � ° A2 11j � .922:99i \ . LBGBND: EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES: DENOTES SOIL BORING x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES WOOD FIBER EROSION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER �SF� DENOTES SILT FENCE ss.3o DENOTES PROPOSED SPOT ELEVATION CONTROL BLANKET PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL GRADES UNLESS OTHERWISE NOTED. PST -SF � DENOTES POST GRADING SILT FENCE 'l 66.30 (3:1 AND STEEPER SLOPES) VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE .REFER TO THE SITE DENOTES PROPOSED SPOT ELEVATION ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DENOTES PHASE 1 GRADING LIMITS TEMP FOR TEMPORARY DITCH INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE DIMENSIONS AND LAYOUT. DENOTES WETLAND BUFFER MONUMENT AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. �98p- DENOTES EXISTING CONTOURS DENOTES EROSION CONTROL ROCK CHECKS TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING DENOTES PROPOSED CONTOURS INCIDENTAL TO THE GRADING CONTRACT. UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY E.O.F. DENOTES EMERGENCY OVERFLOW °o°O°O°o00 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE 0000000000 DENOTES WETLAND IMPACT • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. ��--� DENOTES EXISTING STORM SEWER 1020.0 TW DENOTES TOP WALL ELEVATION ° 0-0-0- ° ° ° o ° o OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED DENOTES PROPOSED STORM SEWER 1020.0 BW DENOTES BOTTOM WALL ELEVATION ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. DENOTES EXISTING TREE LINE - - DENOTES WETLAND • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. DENOTES RETAINING WALL SAFETY BENCH. DENOTES APPROXIMATE TREE •PROVIDE DOUBLE ROW OF SILT FENCE FOR GRADING ADJACENT TO WETLAND O' 50' 100' 150' REMOVAL LIMITS D DENOTES INLET PROTECTION POND ACCESS ROUTE Latest Revision Date:05/08/19 AT CATCH BASINS AREAS. 0008260GDF03.dwg Date: 06/01/18 Sheet 5 of 10 I hereby certify that this plan was prepared by me or under my Prepared Oneka Place Westwood direct supervision and that I am a duly licensed PROFESSIONAL Revieione area for. C"Grading Drainage and ENGINEER ands the laws of the State of Minnesota 06/18/18 Added Erosion Control 10/12/18 DR Horton Revision CPDC-Pratt-Oakwood LLC O6/22/18 Added Phase 2 Grading 02/11/19 Phase 1 Record Plans Checked: JHB Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 07/05/18 City Comments 02/15/19 Revised Wetland E Outlet & Street Names Fax (952) 937-5822 Minnetonka, MN 55343 07/27/18 City Comments Drawn: CTY Erosion Control Plan Toll Free (888) 937-5150 vvestwoodps.com John Bender 08/17/18 Updated Streets & Pads 3500 Willow Lk Blvd. Suite 100 Westwood Professional Services, Inc. Date: 05/08/19 License No, 43358 09/06/18 Updated per Final Plat Record Drams by/date: JPM g g Vadnais Heights, MN 55110 Hugo, Minnesota