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© 2019 WestwoodProfessional ervlces, Inc.
<br />Call 48 Hours before digging:
<br />/V \ I I X i �_-� 811 or call811.com
<br />\ I w w Q_ Common Ground Alliance
<br />LEGEND:
<br />93
<br />I 4 c
<br />g��' � DENOTES SOIL BORING
<br />N -SF� DENOTES SILT FENCE
<br />0 N MT SF DENOTES POST GRADING SILT FENCE
<br />10' WIDE POND \ - - _ - _ _ _ - - r - - - ��� _ - II - _�- -� rVX w �HDSF� DENOTES HEAVY DUTY SILT FENCE
<br />wG'_a-
<br />ACCESS ROUTE ° - -
<br />�- 80 DENOTES EXISTING CONTOURS
<br />--980- - DENOTES PROPOSED CONTOURS
<br />9.3 �. -� ^� `� - 28.6 330 3 5
<br />i rn -
<br />�- dSaHL ��� JS H�CIV / DND °- �� DENOTES EXISTING STORM SEWER
<br />I .jS4H JSkr
<br />- �S4H- CSC H� : -ASdH. . DND �, . ,-� • - r.,._, :: : ; . -.� - T . - i,,, - �►►� DENOTES PROPOSED STORM SEWER
<br />�� I � �� ��� �. I� T �� DENOTES EXISTING TREE LINE
<br />: 937.2 ✓ - \ N o - - - - - DENOTES APPROXIMATE TREE
<br />fig` w N �YYY1
<br />Cd
<br />REMOVAL LIMITS
<br />X 856.3 DENOTES EXISTING SPOT ELEVATION
<br />/ O 0 1 66.30 DENOTES PROPOSED SPOT ELEVATION
<br />1 9 37.2 li c�
<br />�- 66.30 DENOTES PROPOSED SPOT ELEVATION
<br />\ 4' ♦♦ ` / TEMP FOR TEMPORARY DITCH
<br />G 945.2 Wo 9 w o s \
<br />OUTLET EL=927.0 39. `o W
<br />1 G 9 °j 35 �/
<br />Cb
<br />WETLAND \ `:::: �g 0 YR HWL=928. / o� �`L co 9�5 l ♦♦ i �Q / �b DENOTES EROSION CONTROL ROCK CHECKS
<br />KES 2 : 1: : : • . 20�2 OTTOM=91 o Do `° 2 ,, I� ,
<br />3 4 °' ^�' � E.O.F. DENOTES EMERGENCY OVERFLOW
<br />8
<br />G °' �`° TW=1020 DENOTES TOP WALL ELEVATION
<br />\ ; :9? I o BW=1 000 DENOTES BOTTOM WALL ELEVATION
<br />o �
<br />\ �� 22� 9,36 93 /
<br />3 :•/ 92 G 9 8 0 6
<br />g� N 9 ` ` J g� / DENOTES RETAINING WALL
<br />93' o c� s �s 4 9 �o �36 < �, / / DENOTES INLET PROTECTION
<br />PWW� 0. ::. :: .:: N rn a, G /'` N\ AT CATCH BASINS
<br />WETCmo ITS Q : rn '� I N cV 0
<br />POST GRADING 4� 3 ^�h / 4 ................
<br />-..:. 932::::: ; :::.J oo N Lri SILT FENCE (TYP.) �0 9 / �'� �```� s ,�. / / 9�1 2 p(1 / DENOTES WOOD FIBER EROSION
<br />� • ` :. �:. .: :. ►� G 3S M 1 S ) / • • • • • • ....... • • • CONTROL BLANKET
<br />�. \ �.�iZ
<br />S• . .. . • I 4,39 I / / (3:1 AND STEEPER SLOPES)
<br />o.60% / / `� / 933
<br />ilF` \: / �.�'� / - / �7•S DENOTES WETLAND BUFFER MONUMENT
<br />\ �. `.. 3 9 QV
<br />AS rn El
<br />°� 938 ,�. 938 DENOTES EXISTING TREE TO BE REMOVED
<br />�; :::::. ~ \ �. G O Q, o / 69z DENOTES EXISTING TREE TO REMAIN
<br />0
<br />C r � `n . � • -. 9�s •.� _ • - - � :.: - :::: • � �.:\ 1-9
<br />� wo 9,36 8 936.8
<br />: ::I •�. `.: �. y . DENOTES WETLAND FILL
<br />DND - > � -�,::.---::- \ �-� � � 936• - -
<br />�`• \ ,� 4 c � � � / � � Gyo / / � DENOTES WETLAND
<br />l ; • • : ; ::: ; : -' _ w 13 DENOTES WETLAND BUFFER
<br />I :: �: : `► : - \ �. _ �. 8 936 ` 0 g 9 S \
<br />938 3S g 40,,
<br />♦ O 9 l DND DENOTES DO NOT DISTURB
<br />940 91 / ( 1.
<br />1 ].• 932 O 9 ♦ / 9 S POND ACCESS ROUTE
<br />of •.':•. :�.:'•. � .. � � � � �� � A3 • � / 33
<br />I rn N N ` \ F �g3S 93S 1 J /
<br />Z
<br />O�TLET EL=9 \ :'::::. :::.: = '930 a �r ND 13
<br />9Q s EROSION CONTROL NOTES:
<br />2 8
<br />100 YR HWL= 9 3 _ ti
<br />. ' ' TWO ROWS OF BMP S \ �� 934 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE
<br />I I POND BOTTOM=917. : : : : ' NEEDED WHERE DISTURBED 9� IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE
<br />I `
<br />TEMPORARY SEDIMENT BASIN SOILS ARE WITHIN 50FT OF 928 \ / J h / �S / MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN
<br />WITH SKIMMER OUTLET. : : NWL OF WETLAND 0) M
<br />cfl N �:.; / /� / ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED
<br />04
<br />c, o, �� �- 1 �:� �/� \��_S 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 />I _ - - / •'� WETLAND KES 2 - • • � � � 9 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE
<br />/ FILL=0.07 AC. I 9 26 9 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
<br />------ - � �. • :. • .:. • . .. • .: . �. POST GRADING - Q- - i � �� 2 2 ' .
<br />I .I I .� .. �• . • .\ � .�, � � ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED
<br />• : _i• ` ,,_ SILT FENCE (TYP.) DND: AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE
<br />MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE
<br />WETLAND KES 2 TRACKING OF DIRT ONTO PUBLIC STREETS.
<br />=0.33 AC. /
<br />- ;� � - - - � p �::::. • - ::: ; � � � .D. . : � v � • SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS &
<br />...
<br />O - - - � / l� � - - - / .: � '' • • � .�: • . ..� PONDS BELOW OUTLET ELEV.
<br />33 5 / 932 �' :.:�::: 1 \ // GENERAL GRADING & DRAINAGE NOTES:
<br />I /� �, :. 10 WIDE POND
<br />'9 \ Co• ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED
<br />10' WIDE POND � � � �.. � - - .. - ACCESS ROUTE
<br />/ ACCESS ROUTE 93 9� rn ` ::: SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED.
<br />�` POND 10 • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT
<br />/ �, j `3p : ; ` _ - a . �. OUTLET EL=928.5 HORIZONTAL SITE DIMENSIONS AND LAYOUT.
<br />l 9 5 \. :: : . oao
<br />9 p > ' r - -10D_ YR HWL=929.7 S. :.
<br />: ,�; - r_�Q�J • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF
<br />/ '�-- 6N D 'BOTT-6M-9-18.5-
<br />h \ WO / / s 8 / `: - - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS
<br />�:' AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
<br />,• � r,�Gs� -ice, ��
<br />o o: IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR
<br />TWO ROWS OF BMP'S N� o,��� VARIATIONS FROM THE PLAN.
<br />G �; / ::: I _ �, I < �.� : PHASED UNTIL AREA �\ �\ ` ` Ld.� - . • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
<br />.: I , �. \ \ �/ �- �,� / �I I I - - - - - - - - �; - - NEEDS TO BE IMPACTED. - _ _ _ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.
<br />PROTECT WETLAND IN THE
<br />INTERIM PERIOD /
<br />936.E I 933.5 I I 933.5 I I 33.5 5
<br />933.
<br />1 I WETLAN
<br />- L
<br />2.0 ---- �9.2 I °° ` N 0 920 , - - -
<br />�I -
<br />tvMPORARY ATERING -
<br />ILiz r OQ
<br />I (D o -
<br />IN 0 i
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<br />-
<br />I 80
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<br />I Westwood
<br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
<br />Fax (952) 937-5822 Minnetonka, MN 55343
<br />Toll Free (888) 937-5150 westwoocips.com
<br />Westwood Professional Services, Inc.
<br />CHANNEL PRIOR TO
<br />I R II i LO II WO I II �WO II II II1/ 1 ► //`�`
<br />STORM V \
<br />NECESSARY . .93933.E 9335 .g \ SEWER A
<br />WO
<br />- - -
<br />I - - - -
<br />I I G 941.7 I G 941.6 I i G 941.5 I I G 941.5 I I 941.5 I: :I'g4Wo // 3 5 �/ �o / TWO ROWS OF BMP'S i
<br />G I /9 Wo N /rko �, NEEDED WHERE DISTURBED
<br />jLr� - - �� �': : I 4� 5 C / I o /�' SOILS ARE WITHIN 50FT OF / / /- -900- _
<br />z 0t �, :: - �? }� L� / 9 L� _ " 1 I/ NWL OF WETLAND PHASE ONE
<br />/ ILOI'
<br />�FLETCH� NE Nam_ _
<br />0.62% 5 4 0.60` ► rn J
<br />.2\ l i 0' 50' 100' 150'
<br />� rn
<br />o. �oq Latest Revision Date: 03/11/20
<br />I hereby certify that this plan was prepared by me or under my
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under the laws of the State to /12
<br />0 /18 Revised Pond / 2 /19 Revised per Plat 11 _
<br />11/04/19 Revised NW Villas Grading
<br />12/12/19 Revised for 5th Add. _
<br />johtt Bender 12/27/19 Phase 2 Record Grading
<br />Dater 03/11/20 License No, 43358
<br />Designed, JIFIB Prepared for:
<br />Checked
<br />Drawn: DD
<br />Record Dra��/date: DMWDMW
<br />0F5 Adelaide LLC
<br />1660 Highway 100 South, Suite 400
<br />St. Louis Park, MN 55416
<br />Adelaide Landing 4th & S& Add.
<br />Phase 2 grading
<br />ADELAIDE
<br />- L A N D I N G-
<br />Hugo, MN
<br />0008463GDF02.dwg
<br />Date: 10/02/18 Sheet: 5 of 9
<br />Grading
<br />Drainage and
<br />Erosion Control
<br />Plan
<br />
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