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®2016 Westwood Professional Services, Inc. i ( I� _ - 916 q Q ��`� 6 Call 48 Hours before digging:
<br /> OUTLET EL=927.0 a 1 i o. � 811 Or call811.com
<br /> -,
<br /> - 936 = I DNR PWW d° Common Ground Alliance
<br /> P N - _� j� WETLAND LIMI EROSION CONTROL NOTES:
<br /> I 1 Ig3 - _ =92t3 • AND � d ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE
<br /> I 4 9411 3 �h �2,?'- �o� / / �>�k- 4 PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL L°�iBND:
<br /> r i I R R IR II 1, hl b \ °'� / 'SO�o j a .- VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE
<br /> Nr� ��� ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED DENOTES SOIL BORING
<br /> 1 / a' e INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE =gam
<br /> � / � �d DENOTES SILT FENCE
<br /> ' I \ I ./ '�I / PON 1 AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.
<br /> 9 � C " / N' a'�o� "�' - � TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE DENOTES HEAVY DUTY SILT FENCE
<br /> � � •°' c�N� I OUTL'f�T EL=9
<br /> Off`° n3, INCIDENTAL TO THE GRADING CONTRACT. -980- DENOTES EXISTING CONTOURS
<br /> o I yj6 " 1 2. _ 2 �Rs 1 0 7 o ' N �^�'/a . I � 0 r0 ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END �980 - DENOTES PROPOSED CONTOURS
<br /> J i92 t OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED DD-�I DENOTES EXISTING STORM SEWER
<br /> ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.
<br /> 4 �� r M ��►--■ DENOTES PROPOSED STORM SEWER
<br /> ' - J L i - ' ��o °°��o,� V J L ~ DENOTES EXISTING TREE LINE
<br /> / r ' 5 9 4- Qc GENERAL GRADING & DRAINAGE NOTES:
<br /> 9f4 py� s ` I ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER DENOTES APPROXIMATE TREE
<br /> \` s _ � �` / GRADES UNLESS OTHERWISE NOTED. REMOVAL LIMITS
<br /> ( 8 I Lh 9 / REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT x 856.3 DENOTES EXISTING SPOT ELEVATION
<br /> HORIZONTAL SITE DIMENSIONS AND LAYOUT. 66.30
<br /> 932 r ° rILL=0.3 AC.
<br /> 2 c 9 I THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING DENOTES PROPOSED SPOT ELEVATION
<br /> UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY DENOTES BIO-ROLL EROSION CHECKS
<br /> I PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DENOTES EMERGENCY OVERFLOW
<br /> ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. E.O.F. ELEVATION
<br /> MO f ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. ❑ WETLAND BUFFER MONUMENT
<br /> \` °� I POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.
<br /> yISTI G FLO lJP INWETLAND KES 2 /� /Ma PROPOSED WETLAND FILL
<br /> II EL V 928.61( / ;1 _ �k KES 2
<br /> 0 g2�//�`��1 ,o �1I1-101,
<br /> O LOT CORNER ELEVATION
<br /> POND
<br /> O OUTLET EL_928.5 I �g� - " ° N
<br /> HWL-930.0 I , -0��� v:, � � a ,� g�
<br /> I ( POND BOTTOM=918.5 00�N 0:�rycb / ,!3 ° of QT °Q LO LOT
<br /> :9 R 2 ' 1 934 932 934 D d a LO 9 9 DRAINAGE NUMBER ARROW
<br /> ' 9 4' �Y�
<br /> I -� 2 g3� yO U �� 520.5 FINISH GROUND ELEVATION
<br /> V11- - - 3 �� �T. � � 9 - AT REAR OF PAD
<br /> ' i \ r `T � � d ^��� ( IF APPLICABLE )
<br /> ' ccao Kco - - 926 � ,-•' �-- � 517.0
<br /> ON-co OUTLET EL=928.0 \1 Li ° LO
<br /> � rn Irnrnrnrn�r� HWL-928.5 J I Q Q ,� / 914 POND 19 - o a Q
<br /> �Qf ff I POND BOTTOM=900.0 O a ' I OUTLET EL=929.5 y`L Q� 524.0 MINIMUM BASEMENT FLOOR
<br /> I ! ✓ O ° O - r' D ELEVATION
<br /> M HWL=930.0 > ( a
<br /> POND BOTTOM=904 \ M FRONT GARAGE SLAB ELEVATION
<br /> I / LO
<br /> r. ll of g c L9 I �- -930 d _ T N N
<br /> C-A ILO
<br /> I Q f / I5 // J �lS g ( 1 / ° a , � DRIVEWAY
<br /> 0 POND 9 = WETLAND KES ND KES 2 u 93 - 9
<br /> N ' OUTLET EL=927.0 �/ FILL=0.33,E a 926 f` C �1 ` ° e `�oLO- b _
<br /> GRADED HWL=928.7 1: 7 6 N v \ , p � FINISH GROUND FELEVATION FATRREAR OF ENCE PAD
<br /> = ('/ a 1 J �g n 't _ 4 0 '9'JO O ���� Z - TO FRONT GARAGE SLAB ELEVATION.
<br /> ND BOTTOM 920. �
<br /> oj0�`�'ti / n ` v n � 1�' ` WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM
<br /> a FINISH GROUND ELEVATION AT REAR OF PAD
<br /> I r IN TO FRONT GARAGE SLAB ELEVATION.
<br /> N // o- \r Otij`L Mb� wr, = WALKOUT
<br /> I ' g� / ' O G 00 �/ i. I / / O �t J o'`� LO - LOOKOUT
<br /> ���0'�O ��� _ < OO / \P cV -r` �- 928 r7 0�o o R = RAMLER
<br /> I ( i v� v J
<br /> °� �o°`, /°/jrn�� ° � -' � � a c�
<br /> NOTE:
<br /> sLo = sloE LooKour
<br /> 0 1 HBLOCK INDICATES OR0. FEETAT THE BELOW THEAGE IS
<br /> FIRST
<br /> O O ^, 1 v jo 9 •� L) rn� 926 p Y 9
<br /> 910� �� 8 FLOOR ELEVATION. TYPICAL LOT
<br /> `� Ko 92
<br /> �oI POND 18
<br /> OUTLET EL=929.5 / o
<br /> Q 924,&J r \ 5 a `� / Q r J/ I >:J \. "o I
<br /> I ` � HWL=930.0 � Duration of
<br /> cvg14� ( I P01�/WETLAND 22 N POND BOTTOM=900. / Impact
<br /> •"1 °' 10K�N . HWL=928.5
<br /> o j/ 990p� N• / / �� WETLAND KES 2 / ✓ 0 Wetland ID Size of Impact Type of Impac Permanent(P)
<br /> o �IL O orTemporary
<br /> WETLAN �ES WE D KES 2 / (T)
<br /> \ 7 \ f a q o \ / `J�o -930 ° 0.33 acres
<br /> p� L 5 6O9 9� �. ° O ` I � '�. ' 11 Wetland KES 2 (14,371 sf) Fill P
<br /> 0 \ O > n 23 f
<br /> P ND B 18.5 \\ \9�• �rL�, I a ram.. -.S - _ / I (3,006)
<br /> 6 r"� / � 12-Wetland KES 2 0.07 acres Fill P
<br /> POND 8 ��
<br /> �Q \ L, ° ` O g30- OUTLET EL=930.0 _,r/ I / o Co 13-Wetland KES 2 0.33 Fill P
<br /> A:) _ ,� - POH PO OH 14-Wetland KES 2 6 Fill P
<br /> _ (4,866 sf
<br /> �` - �► �wErrLAND KES 2 T (3,0.0 sf)
<br /> FlLL=0.08 AC.I
<br /> PON 15 �, N1 \\ 9 ,� 2 •/ = Z C �9 15-Wetland KES 2 0'08 Fill P
<br /> EL=9 8.5 a,� O �� L'9` 8`F3 -916 ,- -= ,.11 AC. �-z- I l` I ✓ ✓ I our�oT o - �n�
<br /> W�= 31.0 m ��� 10�'� 0 9� =900.0 �o� / FlLL=0.11 AC. \�/ o -� ° � 1 6
<br /> O� I I . -1 0 g30 C I \ g5 0.12
<br /> 0 = /°'� �O'� \ 926 g2 j / ��'O . / I - - - - - - - - I o `TLAND z J �'� Q ,__/ 16-Wetland KES 2 ( , ) Fill P
<br /> WETLAND sue_ ` { 5 165 sf
<br /> III I \ \ \ WETLAND KES 2 17 _
<br /> I � I � � FILL=0.1 Q`� 111 0.28
<br /> n \ \ /g� ODr\ / 1 / ` 932 I P ND 6 r r -
<br /> W Ci O � 936 I7-KES 3 Fill P
<br /> OUTL°� €L=930.0 �I °. (12,290 sf)
<br /> ^ Z 4 / 1.32 acres
<br /> L HWL=932.5 I �b Total (5 582 sf)
<br /> g3� I o-��a34 POND BOTTOM=924.0 rn ��
<br /> o
<br /> POND 5
<br /> WETLAt��KES 2 ( '�� 9 20 26 N Q o
<br /> \ c;' 'm < \ 2 �\ *, c9r6, �\ °6 - yo, UTLET EL=930.5 M�p�T or I p i -f "o
<br /> -�-- HWL=932.3
<br /> N , ��0. O sb� ✓ - - �� .\ / b \ `9\92 N POND fL� a o R POND BOTTOM=922.0 OI L ,
<br /> I IIo`I Ko/��/ -\� 932 \ 4 \ \ O. 5K:9 OUTLET EL=939 0.0 ti n� _9� L - Q
<br /> �O O�� e 2p _ -
<br /> v ^ O �. �/ 3 ,9 AWL-932.0
<br /> /�1�/ 00�� I \ ? c9$ 92 9� ,30 93C934
<br /> \ ro ., 6� .R a � �, BOTTOM=920.0 924 I
<br /> I N /N^� I g e (\ L- �924�� 4 _ \ -
<br /> � � n
<br /> WETLAND V p
<br /> KES 2 ` g I y I _
<br /> I (IV, \ i OT , > c ow I \ J L`
<br /> ' �� O � • ° \� i *� � - - - ter - ��
<br /> " II II
<br /> ] - 1 \ \`O I \ 9� / ` J J L 40 12 I 5 OUTLOT
<br /> �.I�rn��I►I r '° I I r� 1 8 1� \ s � " 1 � �-�l to I I °936
<br /> I'flr N
<br /> - JL � / 0
<br /> i 928=6�
<br /> i 92413=926 ° �Y1 I7
<br /> t �1 2 R� F cV 9\�V "° s�c> 8 / Dc � i 928°Q o `
<br /> �lI y 1 d=5�v n tz n 9 a s s a 3 2 t I F4 2
<br /> I nG 0' 200' 400' 600'
<br /> 7 L _ 4v �f o TL KESQ 1 OUTLOT ./ °. AND S�
<br /> 924-0 - J L_ J g 0 p• ° D o of
<br /> 926 \ - NOT FOR CONSTRUCTION
<br /> OUTLET' L=930.0 d °C7
<br /> _ - - H - _ HWL=932.5Oki I LE
<br /> a OND BOTTOM=920.0
<br /> H L=9 1.5 HWL= A -932.5 1 �Q� d-t � a c . 0 op D -.0
<br /> � g
<br /> p _ P ND OTT M=918.5 \ 9 m M y \ P D OTTOM=90� Q Date: 11/29/16 Sheet: 9 OF 27
<br /> } ( Adelaide 0008463GDP01.dw
<br /> I hereby certify that this plan was prepared by me or under my
<br /> direct supervision and that I am a dul licensed PROFESSIONAL Revieiona Prepared for:
<br /> We!ftwoodENGINEER under the laws of the State of Minnesota. 12/13/16 Revised Wetland Delineation �H II LandingOverall Preliminary
<br /> 02/05/17 CITY COMMENTS �`� >�H IIAdelaideLLC
<br /> Phone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS 0F5 Grading, Drainage and
<br /> Fax (952)937-5822 Eden Prairie,MN 55344 Drawn" DWR 1660 Highway 100 South, Suite 400
<br /> Toll Free (888)937-5150 westwoodps.com Francis D. Hagen II, PE g Y
<br /> Westwood Professional Services,Inc. 02/05/17 License No. 17716 Reaord DM`"t"e by datc St. Louis Park, MN 55416 Hugo, MN Erosion Control Plan
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