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o 2017 Westwood Professional Services, Inc. <br />\ G) <br />LEGEND: <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />lb DENOTES SOIL BORING <br />•SFM DENOTES SILT FENCE <br />\ e� Psr-SFllllll� DENOTES POST GRADING SILT FENCE <br />� <br />�' DENOTES HEAVY DUTY SILT FENCE <br />':z N /� // 1\ O� \ \ // �� h �� X98° DENOTES EXISTING CONTOURS <br />\ p� TWO ROWS OF BMP'S � <br />/d`' \ �' i \ 94 ,� °� 980 <br />\ NEEDED WHERE DISTURBED - �� �O // a`� /0^���\ \ ri / /�� °'� 0 X <br />\ DENOTES PROPOSED CONTOURS <br />� <br />SOILS ARE WITHIN 50FT OF — Do -0 DENOTES EXISTING STORM SEWER <br />NWL OF WETLAND / �ry \ � I I Q�ti // �a / / �,5. O� �° � O \ s Q <br />.= \ I 0. /0 O � / 0— DENOTES PROPOSED STORM SEWER <br />(zi <br />\ �\ 928 I I �C;1 O a� �x `b �� � DENOTES EXISTING TREE LINE <br />DENOTES APPROXIMATE TREE <br />REMOVAL LIMITS <br />45 <br />OT ELEVATION <br />�\ ` C' "/ �1° °' DENOTES PROPOSED OT ELEVATION <br />�'� \ ` / X 66° <br />6 P P <br />1 1 1 \ 9 9 �S `L� / 914 ® �8 I � / ` O � `\ f/ oho \ � � <br />I1 N \ �6 \910_ 912 9� \ ` / 5d / \ ��. O \�/ss \ / g / TEMP DENOTES PROPOSED SPOT ELEVATION <br />_n 1 \ /� G 9 I / d / °� ° rL O� / FOR TEMPORARY DITCH <br />�� I / / O / // ► / / / V �R DENOTES EROSION CONTROL ROCK CHECKS <br />g18 <br />1 916 06 / O`L I / / / \ / i x2 .� �/ 938 E.O.F. DENOTES EMERGENCY OVERFLOW <br />-560 <br />10, <br />9 ti O <br />914 / / / _ // `L 'S ^� <br />1 1 970 912 / / / / co % �d // 0�` °� �° p`L' 9 9 O / / / TW=1020 DENOTES TOP WALL ELEVATION <br />; �91p— / `1' \ BW=1000 <br />pOs DENOTES BOTTOM WALL ELEVATION <br />p <br />p� / �/ DENOTES RETAINING WALL <br />/ °�: / / / / ,� o,�O �° 9�� �O A\ ` p /�/ °'� N / // DENOTES INLET PROTECTION <br />/C114 T\ / / O / AT CATCH BASINS <br />/ I °' / / \ °^� �� /� l DENOTES WOOD FIBER EROSION <br />1 SFr g28 I I OO� / / C -A ' // // O \\\\ 609 \� �6,/ CONTROL BLANKET <br />_ 1 a� O I 0 3:1 AND STEEPER SLOPES <br />Op <br />I / <br />_;° .4 p <br />`\`\ �- / \ . �S` 0 DENOTES WETLAND BUFFER MONUMENT <br />°' �. O \ / o/ \ \ \ \OA / / <br />� � J Opti 5d L`•� I 'O/�� \ �� 60D� `\ \ � 9� / `6� � � \ DENOTES EXISTING TREE TO BE REMOVED <br />, \ ��� v \ ` 9`38 / 'SAO p / `\ � DENOTES EXISTING TREE TO REMAIN <br />-06066 In I I / /0 � / 5a <br />IR <br />\ \ I z0 0) (3) Cy)I I I / Opo / a °� \ c9� ✓ O�6 / \ 940 co • / \ / O x6, / - - - - <br />^� / / S / DENOTES WETLAND FILL <br />il 11 11 <br />w I V / , 10 WIDE POND <br />O �,� — — DENOTES WETLAND <br />LLI I / O ACCESS ROUTE � / °' I \ / OM r'\ \ �/ / � � / � <br />>- ° I /a.� O�� gyp <br />DENOTES WETLAND BUFFER <br />oz / /O <br />DND DENOTES DO NOT DISTURB <br />66POND ACCESS ROUTE <br />9:35A O O f'6, <br />Wff <br />�a/ \ \� 32� L N '/Ilool\ \'� // / //0 EROSION CONTROL NOTES: <br />130 <br />�1Oj HIGH PRESSUR PIP LINE. O`v C� - - - - - / \ \ / /� Ops 6 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />/ EXCAVATION AND/0 co STRUCTIO �\ .0 _ i g, \ /j / IN-PLACE PRIOR TO ANY EXCAVATION CONSTRUCTION AND SHALL BE <br />_ PROHIBITED WITHOUT W TEN�ERMISSIO FRO 9 924 �`�' 930` °�� / / ` / / / MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />B PIP NE �p� O \ / ` / <br />�' CONT T A Y LEMIE �_ rn \ 0' / \ \ ° 9 // // ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED <br />C I g2 6 \ 38 AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE <br />0-1906 �a �° 922 9j� \ p� / // // <br />wqrA _ ,_ \ GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />_ Andrew. envie x@KochPipel'ne.c 1 -p— g1a / CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />TEMPORARY PONDING, HAY BALES ETC. REQUIRED BY THE <br />wqr � � o u7 z 916 / \ � � \ � DIKES, <br />N Op Oj75 \ / CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />e „zL-x3 o m POST GRADING <br />1"M 9� \_ 976 ` �\ 938 J / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <br />a� Z J II SILT FENCE (TYP.) ` N 2 \ 9 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE <br />a w O W Ir- _ 906 \ `'O °` MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE <br />H— _ _ 9 93� \ ` TRACKING OF DIRT ONTO PUBLIC STREETS. <br />dod_` °od 910 _ \ \ 2R 9`30 \ • SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />ley �O� sb ?15 g1 PONDS BELOW OUTLET ELEV. <br />00 <br />° 916 \ GENERAL GRADING & DRAINAGE NOTES: <br />a� <br />-Z V* \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />dOd— Ho— _ -920,_ _ \ \ SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. <br />/ _ M dod_do sr He'd 924 • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />O <br />&0 HORIZONTAL O ` HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />932 dl4 1bM -� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />\ zlX-3 d EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />00%,AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />Od dOd <br />_ 1bH dod_ a�IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />HO `i VARIATIONS FROM THE PLAN. <br />_ d10 «ZL'X3 dOd <br />932 ° Hod 930 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />% fy� dod —� <br />010y� • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />l 1 b H°d <br />Gl d0 Sb° _ <br />l 1 <br />932 932 _dod s yo <br />Lo Li) CSZl9_ / 1 dM HOd _ <br />N K) 0) / dOj <br />O N K)O _ <br />O 934— �J� <br />i <br />932 93 <br />4 <br />n -_ iit—� /� <br />—93 _ <br />Adelaide Landing, 1st & 2nd AdcL <br />I hereby certify that this plan was prepared by me or under my Revisions. J� Prepared for' <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEffitunderf the State of Minnesota 08/01/17 CityComments <br />09/22/17 City Comments D>W <br />02 18 Record Plans 0R5 Adelaide LLC ADELAIDE <br />/19/ <br />05/02/18 Updated Plat Additions Drawn; OB <br />lry <br />JohnHighway05/02/18 43358 1660 St. Louis Park, 55416 Suite 400 Hugo, IMN <br />rawing /date: JIMDate: Liaenee No. Record D <br />I !I <br />0' 50' 100' 150' <br />Latest Revision Date: 05/02/18 <br />0008463GDF01.dwg <br />Date: 05/19/17 sheet: 10 OF 15 <br />Grading, <br />Drainage and <br />Erosion Control <br />Plan <br />