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KE L-- --- / �, I I / 9335� - - - - - - ��9.2 I r- M I% :.:I / S TEMPORARY DEGVq-JERINGG\ I I I I I �� CHANNEL PRIOR TO STORM- o Cd I 933.7 I I 933.E I 933.5 I I 33.5 I 933.5 Ik : it �93 1 SEWER .:A NECESS}� RY . rn rn I 3.5 0 i N rn I nann) J 1 R I I LO 1 I WO I I WO I I WO O/ ..I l J". \ \ \ 910- - L _ _ _CD_ /J %I I: /993G ,�_TWO ROWS OF BMP S9417 I G 941.6 I G 941.5 G 941.5 I I 9415 I 41.5 G / N/I I p NEEDED WHERE DISTURBED rL- L - � SOILS ARE WITHIN 50FT OFLq j0) O i - - -900- ' I s +I/ NWL OF WETLAND ONE / /PHASE J 0. /� : rn L-- - ---J� I - - �FLETCHNEN. LC) 00 1/ ------- �9. I( 941.7 G I I G 941.7 I 1G 941.6 I IG 941.5 I G 941.5 :� /°' �� c� I - I R R R R R ' cr) In I I I / .: � o � n rn / �/ � I� I 9 3.5 00 3 I I I I I TEMPOR DEWATE ' f /� CHANNE RIOR TO M t "? 6. : ` l 3 .8 NECESSAR /:. I // c� /s•s ° rn rn �_j L 1.110 1 1 1 1 1 1 - 0) FLAYAVE)VUE N. 9`38 938 / s 3 / I 3 29•s :.: : \ ._ 0!�4 Lij CO LLJ if Ij - 39.3 I 933.5 I 1 933.5 I I I I 933.5 I I • � � /� \ JCD \ Lr? N oo I R I I R I R I I R I I G 9/ `n 00n 00 941.5 G I 19 41. 5 G I 9 41. 5 G I 19 41.5 G I I G / 38• C0) ID LO O LL_ _ o Lj - 8. I 17• A - - - - o r 1 01� 1 `o �rn � � rn 9. ---� I N �' I' LC)o I o 0 0')C J �- ---------- 7- 8 . _ ___ l I \ O �.: 0') "�I ISM& 'TEMPORARY DEWATERING CHANNEL PRIOR TO STORM SEWER AS NECESSARY I Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. L` N i� N 0_ � n c X W I awo'-c INS .s,4e♦oo � - � � WON ♦d, F'. W i, 1,74 rn / D. DN rn 15 �. 17 0.80% 16 ^ �� J n r7 O - - - ix 941.5 G 941.5 G 941.5 G 941.5 G I I I I I I I I I IG 941.5 I I G 941.5 R I I R I R I I R I I LO I LO I 942.1G I I I I I I I 933.5 933.5 933.5 933.5 933.5 I 933.5 I WO(1) o� J I I N I I I I I I 934.1 `\` L- I I I I I I I I WETLAND . KES 2: > - - 0 1 10 VLd w936.5 11 936.5 I I /lI,�,�� ••::.: /.:,. - - 9348 \ :. pia::::.:.::.�; ::.:.� 0 X Q L.L_ L.L_ X oM I 0 DND lei rn rn SILT FENCE TYP I hereby certify that this plan was prepared by me or under my Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State //18 Revised Pond 12 0 - L /2/19 Revised per Plat 09/0909/19 Revised Rear Swales 11/04/19 Revised NW Villas Gradin John Bender 12/12/19 Revised for 5th Add. 12/27/19 Phase 2 Record Grading Dates 03/11/20 License No, 43358 Designed, JIFIB 03/11/20 137th St. Sidewalk Checked: JHB Drawn: DJW Record Drawing by/date: DMW Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGEND: DENOTES SOIL BORING �SF� DENOTES SILT FENCE PW SF DENOTES POST GRADING SILT FENCE �HDSF� DENOTES HEAVY DUTY SILT FENCE -980 DENOTES EXISTING CONTOURS ..-980- - DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER �►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION �66.30 DENOTES PROPOSED SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION /TEMP X0001:10b FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW TW=1020 DENOTES TOP WALL ELEVATION BW=1000 DENOTES BOTTOM WALL ELEVATION EMISSION DENOTES RETAINING WALL DENOTES INLET PROTECTION AT CATCH BASINS ................ DENOTES WOOD FIBER EROSION .................':':':':':':':': CONTROL BLANKET • • • • • • • • • • • (3:1 AND STEEPER SLOPES) DENOTES WETLAND BUFFER MONUMENT DENOTES EXISTING TREE TO BE REMOVED >� DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL - - DENOTES WETLAND - - DENOTES WETLAND BUFFER DND DENOTES DO NOT DISTURB POND ACCESS ROUTE EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. Adelaide Landing 4th & S& Add. Phase 2 grading ADELAIDE - L A N D I N G- Hugo, MN I I !I 0' 50' 100' 150' Latest Revision Date:03/11/20 0008463GDF02.dwg Date: 10/02/18 sheet: 6 of 9 Grading Drainage and Erosion Control Plan