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o2017 Westwood Professional Services, Inc.
<br />Call 48 Hours before digging:
<br />811
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<br />HP I" — on Ground Alliance
<br />`' LEGEND
<br />DENOTES SOIL BORING
<br />- - awDENOTES SILT
<br />-
<br />i FENCE
<br />DENOTES POST GRADING SILT FENCE
<br />\\iii/ `a:.' ` '`':: ', /\--....^\ +�• •+� DENOTES HEAVY DUTY SILT FENCE
<br />DENOTES EXISTING CONTOURS
<br />\ \,__:` �• . ; `, ` ' ',"' \ "- ''? .-980 DENOTES PROPOSED CONTOURS
<br />..
<br />III . TO
<br />BE USED AS , -109ST
<br />DENOTES EXISTING
<br />STORM SE
<br />WE
<br />RTEMPORARY SEDIMENT
<br />BASIN DURING PHASE 1 EWE
<br />R
<br />CONSTRUC71ON DENOTES EXISTING TREE UNE
<br />DENOTES APPROXIMATE TREE E.O.F. ry
<br />...... _. REMOVAL LIMITS
<br />POND $
<br />TEMPORARY -
<br />DEWATERING Sas 935x OUEL=930.0 653 DENOTES EXISTING SPOT ELEVATION
<br />CHANNEL PRIOR32 YR H .2. DENOTES PROPOSED SPOT ELEVATION
<br />TO STORM SEWER'5
<br />934 -
<br />r WF9��4f
<br />/ ee3o
<br />DENOTES ELEVATION
<br />AS NECESSARY FOR WITH 9R CUTLET
<br />FUTURE r - /- DENOTES EROSION CONTROL ROCK CHECKS
<br />- E.o.F" DENOTES EMERGENCY OVERFLOW
<br />TW--1020 DENOTES TOP WALL ELEVATION
<br />34.5 x - -ew-t0008 DENOTES BOTTOM WALL ELEVATION
<br />`
<br />J
<br />DENOTES RETAINING WALL
<br />J
<br />j 934 Sas x } >� DENOTES INLET PROTECTION
<br />_4$'- x 34.5_. _ - - -- _
<br />• f T 934 / -- --------------- -- --- - -moi AT CATCH BASINS
<br />a .. ---- __---------- NO WOOD EROSION
<br />. ,.- -- - -
<br />_ - - .. -OL BLANKET
<br />F. WETLAND KAC 2
<br />I DENOTES W FIBER
<br />(3:1CONAND STEEPER
<br />SLOPES)
<br />.:>ry Fl 8'ES
<br />'r
<br />DENOTES WETLAND BUFFER MONUMENT
<br />WETLAND -(ES 2
<br />FlLL=O 11 AC:..-
<br />�t DENOTES EXISTING TREE TO BE REMOVED
<br />DENOTES EXISTING TREE TO REMAIN
<br />_ t
<br />- DENOTES WETLAND FILL
<br />- - - - - - - - - - - - - - - - - - - - - - -- -
<br />1
<br />DENOTES WETLAND
<br />=j �`• \ \•� - - �,,, _ WETLAND KES 2'• TWO ROWS OF BMP'S - — — - DENOTES WETLAND BUFFER
<br />FlLL=0.12 AC NEEDED WHERE DISTURBED
<br />v X932 \ \ _ SOILS ARE WITHIN 50FT OF DND DENOTES DO NOT DISTURB
<br />NW_ OF WETLAND
<br />POND ACCESS ROUTE
<br />EROSION CONTROL. NOTES: .
<br />- -,\ �►x �\ •:POST GRADING • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE
<br />- \ \\� 9 - 939 38 is SILT FENCE (TYPJ �_ IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE
<br />'.\s 3Z� MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN
<br />'
<br />i` 45x D\ ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED
<br />93
<br />8' WIDE '>~„� 9 9-7,5 _ .934 5 AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE
<br />BITUMINOUS 'z- - - 36. _ L.P. - - - _ _ -
<br />//F TRAIL-. 93 CURRENT FIELD CONDITIONS WITH RESPECT OTOTEROSION CONTROL OF
<br />- _ �f _ _ . 9 ? ( } f _ - _ _ 934 _ \ q \ \'-� \� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE
<br />.._....___.. .-..- T __- Z.
<br />a �" 35 1G� C'.}-• \ �„ _ -.,,� 936. ',.• \ : � Y �� "" CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.
<br />932
<br />WO ' \ \9343 �' = \ \\ { —93g� • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED
<br />- - - - - - - - -- : , 3 E SITE
<br />— — AT THE END OF EACH I ROCK ENTRANCE TO m \ 9 8 � �� S \ � � � . 6 \ �" � E WORKING DAY. A OC EN N ETH
<br />\ r \ 92D 930" •.�� MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE
<br />TRACKING OF DIRT ONTO PUBLIC STREETS.
<br />" E ' i g - x' Y `� \ �- ,, I - + • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS &
<br />- <"i «�, _335•,, H'O \`i`\\` �a PONDS BELOW OUTLET ELEV.
<br />to' WIDE GENERAL GRADING & DRAINAGE NOTES:
<br />\ \
<br />\ \
<br />\J� POND �.
<br />7 � \ ->' • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED
<br />'i _ •\ X35 938 :.� N'O C \\ \ �TE SURFACE/GUTTER 1 ACCESS
<br />s \ ROU ,�; IE..O F. CE/GUTTER GRADES UNLESS OTHERWISE NOTED.
<br />-\. ` ;.1 rn{ • T THEP /RECORD PLAT FOR MOST CURRENT
<br />\ \
<br />��iS � \\ � e,1 � OUTLET EL=93.0.0 HORIZONTAL SITE DIMENSIONS AND LAYOUT
<br />...... ......
<br />_..... _. ...._. _. :��.�� -•, ... 1 1 -�l�i` \ ♦ \ o' 1 924 N' 100 YR HWL=932.0 • THECONTRACTORSHALL VERIFY THE LOCATION AND ELEVATION OF
<br />�3 9 't�' O 9r \.vp• i '1 to �, i v TEMPORARY DEWATERING rn�.' POND BOTTO - 0 EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS
<br />~y c >\ . •�.o � \ I. M-920.
<br />\?\ ! i N ~�`'- y CHANNEL PRIOR TO STORM. \ IEMPORAR.���� IMMEDIATELY FIELD—VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
<br />-- \ c \ -930 5 AS NECESSARY ♦ WITH SKIr� OVftr:T EDI Y NOTI Y THE ENGINEER OF ANY DISCREPANCIES OR
<br />'' _.934^4•`L"—~ - D�--� - t 93y \ - Boa VARIATIONS FROMTHEPLAN. IN
<br />- ,
<br />172 .� ) ? \ SEWER
<br />936 _ ? �� - q�\ 1 D '. a �.\ O 3 \ \ ee,,. \\ • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.
<br />=1 \ $ ` • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.
<br />7 `"'-7 s--" \ 999 ; .� �h 9`�x \ f AQ 6� o 1 �N �. \
<br />WO
<br />9422 o
<br />q2 r4 -� � 'N D 938 22 r 30 r
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<br />6,1• -•..,. +, \ 940x \ `: \ .r o
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<br />R?D - _
<br />e6 ly �\ •. _•�f` �-_, \ 'L ,.•�,`i.9�j6..-..� 9.9 \\
<br />_- > ! ? \ PROPOSED 2?
<br />- i .. _..-..:.. - h-0 \ \ - .. ..........934...'.. "35.
<br />• �. j �-�`,. ��\��:-' �' !;- �Yp'94?� �,i,:�- -:�-. \
<br />TREE
<br />...93154
<br />LIMITS (TYP.) \ 51 �M m ' :3z.. Y \ �`" i ._ TEMP ....
<br />- 9.3..FF
<br />OFWATE 19
<br />c9-<, 1 7
<br />1 938'
<br />:WETIAND KES 2 ,I - m 3 -:1 �GHANN (L2- 93
<br />\ €.i l ; . 1 i3 5 .... rtt gTORn1sE sa .% — -E —
<br />: 9 .40 ' \ 0 ti` ,/ c+ p ,\ tE - i o, ._..930 5 -',JAS NE ESSART �� !t 942 1.� 9 I_. =—
<br />H4P .91 \ O �`, \ \ h% \ y� f.1 ,•' LIMIT OF 1 0 -TEMP -\ . O 0' 50' 100' 150'
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<br />��� ° OP5 Adelaide LLC
<br />ADELAIDE
<br />P6ana (95216375150 7699M.S
<br />Far (95219375872 Eden Prairie MN55344 £ gELt
<br />rd Fre. 7869)93T-5150 ea•nxe•dp�.- Jobn Benda -- - -"
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<br />Dnwa $Pg
<br />- ]660 Highway 100 South, Suite 400
<br />— L A N D I N G —
<br />�D].rainage'and.
<br />ISL'Qglon Gonlle�l
<br />waa..reod P f..d -1 Seeaaea IAr- Dde 08/23/17 u®r - 4,1M
<br />Rt d D wm b,/d • St Louie ParX MN 0416
<br />Hugo, MN
<br />Plan
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