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02017 Westwood Professional Services, Inc.
<br />Call 48 Hours before digging:
<br />F) Ihil 811 or ca11811.com
<br />Common Ground Alliance
<br />POND fi - a I - •� I I 1 LEGHND
<br />OUTLET EL 9300 - .f =
<br />POND 5
<br />' 100 YR HWCr932 S ;' - - :IMI m r DENOTES SOIL BORING
<br />OUTLET EL 930 5 \
<br />1 - POgO BOTTOM=924.0 100 YR HWL 932 3 -� - m (: / !h \ -
<br />y €
<br />1
<br />713.POIi4FiY S� BAeIN POND 1SEDIMENT 2 0 .• _ ><. /I
<br />.- .�l 'o-. / 1 2 0 _..:. ...6-`" DENOTES SILT FENCE
<br />'Wtni J�71i1 O1J11.ET TEMPORARY 8f37wBd BABW INV
<br />I ; I �• / -,+ : as4 DENOTES POST GRADING SILT FENCE
<br />10' WIDE POND >�� �T i f ` I \t I '•' DENOTES HEAVY DUTY SILT FENCE
<br />. .. E:O.F. ACCESS ROUTE - - 1 /.I .. .,
<br />TWO ROWS OF BMP'S "'"
<br />-•r � �`I�/. `y - - s980-� DENOTES PROSTING CONTOURS
<br />POSED SED CON OURS
<br />NEEDED WHERE DISTURBED .: ,•.. ; ' �. ..... 5__. � � � � 1, • \ i i � ' •.
<br />r� DENOTES
<br />_ _ -
<br />SOILS ARE WITHIN 50 FEET �.• : '� - l DENOTES EXISTING STORM SEWER
<br />/ l
<br />OF NWL OF WETLAND. - '.•� �
<br />'934
<br />- - �'. ., 4. ' -5 r >F-r►i DENOTES PROPOSED STORM SEWER
<br />.. Iw_I
<br />' • /.. ��- ....� "�_ - � �
<br />_ _.., .._.
<br />" DENOTES EXISTING TREE LINE
<br />- ` X 924> ~~' �'` .. _ ....." I; _ 35.6 934,:5 \;,+ry
<br />�,•-�
<br />DENOTES APPROXIMATE TREE
<br />92�r G 934 93,. _3 93 .ass- REMOVAL LIMITS
<br />35.7 935.4 et' 3 DENOTES EXISTING SPOT ELEVATION
<br />q _ "'".."--yam- .-• .:.:.�"' ._.:.... -��"`: ",t"� '- ,, 936.0 _ - '�_-Y938 - 938 x.30 DENOTES PROPOSED SPOT ELEVATION
<br />9
<br />942.F DENOTES PROPOSED SPOT ELEVATION
<br />q2 \ ` J 934 5 ✓ FOR TEMPORARY DITCH
<br />g3 i 93
<br />:9 9356 WO
<br />Q
<br />WQ- WG G s4z5 e�`Aw DENOTES EROSION CONTROL ROCK CHECKS
<br />W0 9436 ......
<br />3 4 +� ... 6 G
<br />v%
<br />..� 9437 ;ly G 94 *1 ; ' __ 941 83 94..
<br />-.- .. _.. E.O.F.
<br />'� 936 '! 36 p 'WO '. p 944 0 GO ...._._ ... ... ._-.. .E.O.F" 940.92 • - - _..._ ..... . TW=1020 DENOTES TOP DENOTES RWALL ELEVATIONGENCY W
<br />._936-935.9 --- ._ p / _ .LP. - h2.
<br />9��' `'44.0 G - • .., .._, _ �� r ew=t000 DENOTES BOTTOM WALL ELEVATION
<br />355 -- -
<br />' ; :p - L C - .. .._ "79_ o% DENOTES RETAINING WALL
<br />5 G ° `*' Y IH P L .. 942 .....: _. W ..... 78 - ao
<br />=942 ._ ..., 942 1 935.5 ,� 943• - - _: .� _ ..:: _ -. ...o.6ax
<br />9
<br />-"" 944 I 936.1 944, p WO 943.5 °' 941.26 - - rs o.6oz'i _ ��.44 PROTECTION
<br />_ ` DENOTES INLET PRO
<br />935.5 935 5' WOF?) I, -' 935.9 WO I. 936"7 WO WO G 942 -1 I .. . AT CATCH BASINS
<br />944.1 I 1 ,.-: 60� - �4-.- .__... ,+c_... _. + DENOTES WOOD FIBER EROSION
<br />943,5 ....942.8 G 1' 1' ) , 944.1 G G 11' ; - 4. - .... .___..._''•` ... _ _
<br />943.9 G 42 - r --942 g....__ �- s _ CONTROL BLANKET
<br />- _ ._... - _ ...._. __ -_ - (3:1 AND STEEPER SLOPES)
<br />34 E.O. 941.18 N - _... __ .. �- ... ?��- -
<br />� - _ --� °'----- � � ----- � 'b----- ... its _ - ❑
<br />942 - --- N
<br />` -
<br />< 12 -�� '_. Nd' • ' ` E - DENOTES WETLAND BUFFER MONUMENT
<br />- _..-. X942 .'N ' � / .... `�-�.}.�.. .. _.
<br />••• •••- 942 t1 0.609L �� - - .". 1 .. _ .__- TEMPORARY DEWATERING
<br />8 m - 39 942 Ia I- J ' - TEMPORARY DEWATERING . ' CHANNEL PRIOR TO STORM ;� DENOTES EXISTING TREE TO BE REMOVED
<br />CHANNEL PRIOR TO STORM /
<br />m SEWER AS NECESSARY
<br />ssaS EBF , , SEWER AS NECESSARY /, n [ i DENOTES EXISTING TREE TO REMAIN
<br />� A
<br />_ ... .._ .. _ - DENOTES WETLAND FILL
<br />1 H.P.
<br />}943.9
<br />- } II I A m 6R W 3s T \ \ - - DENOTES WETLAND
<br />_ :.. 943
<br />.943.5 G .9 G I 943.9 G I I o ... - -
<br />1 942 - - DENOTES WETLAND BUFFER
<br />R I 935.9 R 935.9 R I m
<br />u
<br />I Q 11 Q I I wn 1�
<br />I a I. I I 1 L1�I L DENOTES DO NOT DISTURB
<br />T E.O.F. - 1 I
<br />l j� I
<br />a . / ; I i / 3s o NO POND ACCESS ROUTE
<br />I m f4 I L--\ o p j `` rnrn
<br />J I I w A r-szo
<br />E.O.F.
<br />w, g42 1 \ l g r EROSION CONTROL NOTES:
<br />�I .. /
<br />_ -
<br />I R • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE
<br />938 J o w 2 aba OUTLOT B;
<br />- - - f - - - 9 .D O ' 1' % I ro ._. o \ IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE
<br />a1 .R N 1 - -, 5 \ v c7 - MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN
<br />1 ' < - - 942 a0.2 in / o,
<br />a m 94A - -I- -� I / 1 r o • X I _ `. I/ I� ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED
<br />a � �' q0
<br />to �� I �_ ,..� ► . 'a '� r: AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE
<br />�i II O. I �- ` .38� 9h9' }--1
<br />o � a n �' � f::. GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF
<br />N
<br />rn I I I CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL
<br />R TEMPORARY PONDING, DIKES, HAY BALES, ETC., REOUIRED BY THE
<br />CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
<br />o -� I I 1 ` `\~ w 3 oI11.I \ �- " fad / / - cvv /I I - I--" • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED
<br />1 < I AT THE END OF EACH WORKING DAY" A ROCK ENTRANCE TO THE SITE
<br />`-- - - 9k.z ---� > rn AILS REDUCE
<br />1_ f- -9y? - _ - - - _, I I ` .940 39 938 ... �, �" f TRACKING MUST BE F DIRT ONTO OPOBUCTSTREETS. T TO
<br />1 -'g -, / E.O.F I �-~ - -1 -"� • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS &
<br />qa
<br />.T_:_ -,^ 9g21 / O 9 - 56.. •,::: .:... _ E''O .. - ' .... PONDS BELOW OUTLET ELEV.
<br />F _
<br />936-
<br />"
<br />GENERAL GRADING &DRAINAGE NOTES:I- am ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO
<br />FNISHED
<br />38
<br />SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED.
<br />- _ - ,- _ : _ --- - \ - • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT
<br />- - HORIZONTAL SITE DIMENSIONS AND LAYOUT.
<br />a , - - ",-� -. TEMPORARY DEWATERING.'.
<br />CHANNEL PRIOR TO STORM - - - • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF
<br />'SEWER AS NECESSARY - - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS
<br />\ - ' � i "� �, >• - _ "�-_^- AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
<br />-- --`.
<br />i 32. / F
<br />': - � ' � '- � � ' � � . � - -• IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR
<br />" 05 \ / / _ H. 9.56 _ _ uFr srA _ VARIATIONS FROM THE PLAN.
<br />9 0'S / .•r' ?s .. -'.. ....932
<br />/ �� i
<br />` 9 � / J � yR1(F nonALL CONSTRUCTION SHALL TO
<br />4 -�^ - - ._ �.. .''J� a"�E(wj Aga sa - - - POSITIVE DRAINAGE FROM THEN ITEMMUST BEAPROVIDED AT ALL TIMES"
<br />/' 3p. , s '.•" ;- "- LIMIT OF
<br />t�
<br />PHASE 1 5
<br />/ ,`9/ 'S� 6 ry lsaUu4r lots
<br />-EDF ). /. _ UTILITY & - -
<br />i
<br />EET
<br />,,.> - y- �•!,. •'",- "' ,;%" ,. ` �; . - �.
<br />� NSTRUCTION f \ \
<br />\ \W£RANDSP 1
<br />WETLAND RES -11' OUTLQT U ...
<br />,
<br />"
<br />\ ...
<br />SAO
<br />fl 9J0 7
<br />930.0 - ; € 109.16
<br />"' POST GRADING `YR :HWL=932.5 .
<br />/ •' !
<br />- SILT FENCE TYP ✓ POND BOTTOM=90.0 `
<br />..
<br />/ WIIH SK&EI ER OIJILET.
<br />s -o' Iso'
<br />0008463GDF0Ld,q
<br />Date
<br />05/19I17 SLeeC 6 OF IJ
<br />Wlen'twOIQd 1 �. F- M,e& % _ sn y Grading;
<br />_
<br />dlrtn ropevWm .na Wr l ue 4.1,30� rnonsaauAr.„a
<br />2: .
<br />@1GDdF8R vndc thr In,e d db Abed 3Bmmta 09/01/1] Clty Cemmente -
<br />Phone (952)9373150 7699 AftWr Driwe OP5 Adelaide LLC ADELAIDE Drainage and
<br />FAQ (9 52)9375022 Eden Prairie, MN 55348 - Ortrrer >r7B
<br />T.111- (899)9385150 web•ro9E0smm Jobs Benda_ 1660 Highway 100 South, Suite 400 - L A N D I N G - Erosion Control
<br />wa...00e P des10n31 Se ik 9K Um1e 08/29/17 u®. x• 43358 n.�a nn•>o• Drla.re St. Louis Park, MIN 55416 Hugo, MIN Plan
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