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o 2017 Westwood Professional Services, Inc. <br />y'V <br />y <br />LEGEND: <br />Call 48 Hours before digging: <br />811 or cal1811.com <br />Common Ground Alliance <br />DENOTES SOIL BORING <br />�SFI&L DENOTES SILT FENCE <br />PST -SF DENOTES POST GRADING SILT FENCE <br />�nft% <br />1 DENOTES HEAVY DUTY SILT FENCE s3s � � 1 � \ / / \ ` 9$ DENOTES EXISTING CONTOURS <br />C3 X <br />\ I �� \ \ \ / / / / \ \ �980 - DENOTES PROPOSED CONTOURS <br />/ \ \ 0—Do-0 DENOTES EXISTING STORM SEWER <br />IF-- P* -11111111 DENOTES PROPOSED STORM SEWER <br />/ \ / 934 I / / / \ \ \� DENOTES EXISTING TREE LINE <br />rlyDENOTES APPROXIMATE TREE <br />REMOVAL LIMITS <br />x 856.3 DENOTES EXISTING SPOT ELEVATION <br />66.30 <br />DENOTES PROPOSED SPOT ELEVATION <br />66.30 DENOTES PROPOSED SPOT ELEVATION <br />TEMP�I 1 _ FOR TEMPORARY DITCH <br />_4c'\ / 00000% DENOTES EROSION CONTROL ROCK CHECKS <br />E.O.F. DENOTES EMERGENCY OVERFLOW <br />TW=1 020 DENOTES TOP Bw=1000 DENOTES BOTLELEVATION <br />BOTTOM WALL ELEVATION <br />DENOTES RETAINING WALL <br />)16 914 974 \ r7 x + _ — DENOTES INLET PROTECTION <br />\ \ GAS ASS — / / / AT CATCH BASINS <br />\ — — — — — — _ DENOTES WOOD FIBER EROSION <br />\ \ \ i7 x�/X — — — / / \ CONTROL BLANKET <br />® \ \ \ \ \ (3:1 AND STEEPER SLOPES) <br />\ X12 — — — — — — — /� <_ �� \ <br />\ \ \ \ — — — e DENOTES WETLAND BUFFER MONUMENT <br />— — _ / o <br />rR DENOTES EXISTING TREE TO BE REMOVED <br />DENOTES EXISTING TREE TO REMAIN <br />\_ 912 <br />g14 <br />916 \ 900 \ \ S, / �� \ — — DENOTES WETLAND FILL <br />I I \ J V <br />0 \ / ( DENOTES WETLAND <br />r 926 9 \ \ \� �` — — DENOTES WETLAND BUFFER <br />DND DENOTES DO NOT DISTURB <br />N\ o\ r--- POND ACCESS ROUTE <br />1 - <br />\ \ oA \ EROSION CONTROL NOTES: <br />O �O OG — • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />I 200'j-, A L IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE <br />0)I -� O]�y�F oti MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />\NO ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED <br />d, I'll OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE <br />006''o GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />970\ r j 0 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE <br />CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />\ / �� \0� / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <br />1 _' ` AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE <br />L C _ 926 \ I g02 0 900 \ MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE <br />�\ 00 ` / o \ \ TRACKING OF DIRT ONTO PUBLIC STREETS. <br />9 \ 6' 9pp \ i \ • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />p6 90 \ PONDS BELOW OUTLET ELEV. <br />� 6 <br />902 9 <br />I / 9p13 914 904 \ 08 \ 90 \ / GENERAL GRADING & DRAINAGE NOTES: <br />NI <br />�0' \ o`� o \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />I 00/ g16 / \ gp$_ g9L \ \ �o' \ \ / • SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. <br />I I I IREFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />916 914 / /922 0Q /� \ \ \ / / HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />I(14 <br />i9o� g26 \ _g2p_ / \ g2o \ / 922 \ / / • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />/ EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />O 924- / \ 9� \ / �92� — AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />0 <br />� \ / / g22 9� \8 9 X918 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />d' , VARIATIONS FROM THE PLAN. <br />oolU 9> \ �� ti� 9 �� \ rnN „� _ 6� ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />\`9�Or' i ` \ \ 6' �o' — \ �N I 92 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />o s \ X, I ooe� <br />rN <br />l <br />/ O a <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 />0 / C� TWO ROWS OF BMP'S <br />r'rn NEEDED WHERE DISTURBED C> <br />SOILS ARE WITHIN 50FT OF <br />I j - - NWL OF WETLAND A ,� .� a <br />SOH <br />/00�o <br />rl I i� 0' 50' 100' 150' <br />F— — _ _ _ —� o �' Latest Revision Date: 05/02/18 <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 />ENGINEffitunderf the State of Minnesota 08/01/17 City Comments — <br />09/22/17 City Comments <br />02/19/18 Record Plans <br />05/02/18 Updated Plat Additions <br />John Bender <br />Date 05/02/18 License No. 43358 <br />Checked: DJW <br />Drawn: SFB <br />Record Drawing by/date: JIM <br />Prepared for: <br />OP.5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />Adelaide Landing, 1st & 2nd AdcL <br />ADELAIDE <br />L A N D I N G <br />Hueo, MN <br />0008463GDF01.dwg <br />Date: 05/19/17 Sheet: 11 OF 15 <br />Grading, <br />Drainage and <br />Erosion Control <br />Plan <br />