Laserfiche WebLink
© 2019 Westwood Professional Services, Inc. <br />o T--92n 924 - <br />930�_ <br />�-- 12� d <br />LC <br />932 <br />J. NN I.. I / <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />LEGEND: <br />:. <br />o \ <br />'�.. 1 <br />I <br />{ <br />DENOTES <br />SOIL BORING <br />TWO ROWS OF BMP S <br />NEEDED WHERE DISTURBED <br />: rn II <br />II <br />1 <br />II <br />I. <br />�SF� <br />DENOTES <br />SILT FENCE <br />SOILS ARE WITHIN 50FT OF � .. .. .. • . � <br />�' ~ <br />.. . � � : . : �.. . . .... � � � � :: W = o <br />1 <br />� <br />I f <br />. . M SF <br />DENOTES <br />POST GRADING SILT FENCE <br />NWL OF WETLAND <br />I o <br />0 <br />�HDSF� <br />DENOTES <br />HEAVY DUTY SILT FENCE <br />1 i\ <br />DENOTES <br />EXISTING CONTOURS <br />/ : 9 l : JoZ z3oo oZ I <br />:-� <br />�980-k O DENOTES PROPOSED CONTOURS <br />9 - `.. WETLAND KES 2 <br />WO 933. I ,� / / 30 l o �. I I �\ I: DENOTES EXISTING STORM SEWER <br />I:: I I 933 �� \ DND - \ .. 1 <br />G g G Wp / / OF DENOTES PROPOSED STORM SEWER <br />I L <br />941.8 G / / 9 \ \ POST GRADING ::.��:..\ DENOTES EXISTING TREE LINE <br />I / 3� Q- .. I l <br />L _ _ / / 9� 7 1,1,0 SILT FENCE (TYP.) _ :: r'YYY1 DENOTES APPROXIMATE TREE <br />_ / 27/ <br />1 REMOVAL LIMITS <br />.» ••• / / 93 9 �� TEMPORARY DEWATERING POND 18 - �J.:.. < I ;: 1 :I:. x 856.3 DENOTES EXISTING SPOT ELEVATION <br />31 / / 9 �3 ` CHANNEL PRIOR TO STORM OUTLET EL-929.5 1� TO BE USED AS I I ss.3o DENOTES PROPOSED SPOT ELEVATION <br />I o•soq `o �2 �p / 'S , o \ SEWER- AS NECESSARY 100 YR HWL=930.0 TEMPORARY SEDIMENT \ ...I :�. / <br />/ POND BOTTOM=900.0 BASIN DURING PHASE 1 I l JT66.30 <br />EMP DENOTES PROPOSED SPOT ELEVATION <br />1 i I \� 7 TEMP FOR TEMPORARY DITCH <br />TEMPORARY 3VT BASNV CONSTRUCTION \ . ... f <br />*_ , �® - WITH SKIIMNER OUTLET. <br />2 0001:10% DENOTES EROSION CONTROL ROCK CHECKS <br />Sc AS o dS �d I \ 1 E.O.F. DENOTES EMERGENCY OVERFLOW <br />TW-1020 DENOTES TOP WALL ELEVATION <br />G 941.6 I ° ,CD \ <br />I IN /�i I I rn 9�41O.9 x C.\ <br />\ . I . : �. <br />BW=1000 DENOTES BOTTOM WALL ELEVATION <br />0 VO O 3 d- DENOTES RETAINING WALL9N ki �3 LO <br />cp ` oD�'� <br />DENOTES INLET PROTECTION <br />9 _ \ \ c' �' `� AT CATCH BASINS <br />I `3A7 \ `�v� �'�`cp ` oo // �\ PHASE ONE I fin, \OI ::DND . ; ; DENOTES WOOD FIBER EROSION <br />933.E I I 4'0 \� �� o� 6' o // M .1 \:I ::::::::::::::::: CONTROL BLANKET <br />I I cn 933. / ` \ °° �o ` `. o rn o .-� / / GRADING (TYP.) x x 1 / <br />/ \ 9 �' r'37 0 ``�o r''o I - I I - ti (3:1 AND STEEPER SLOPES) <br />o `�� ` � � � � \\ � / / / :.... N 1 M I \ F LTL 0.08 AC. \2. <br />�7)1_ - - _ l 3� �yo \ ` �� o� / /I� I 1 III DENOTES WETLAND BUFFER MONUMENT <br />90 LF - 15" _ \ \ o �o or, o� oo <br />�, p I \ :. <br />\ ` o r' \ 6' / / o N I `' DENOTES EXISTING TREE TO BE REMOVED <br />HDPE PIPE ; - _ N \ �,, �\ / g33.5 / <br />® 0.50% - - - / o a, i �y i9� c5` o / / \ \ w `� I �Md- �- : 1 . ;\\ J: <br />o \ p ` / 0• \ �cP ` \\ ` N � 7r _ �, �, \ x 1 rnxa, 1 �:. - DENOTES EXISTING TREE TO REMAIN <br />WETLAND. XES .2 =0\ co <br />FILL I .. �.. .. S <br />DENOTES WETLAND FILL <br />LO <br />i9�� Q \ % \ \NO �930 I -new rn — — DENOTES WETLAND <br />oe <br />`9v' <br />/ \` cS \ \ G I��/ <br />�z <br />TWO ROWS OF BMP'S �:I • : :: II / o o a s 93 \ .: \ 4 - - <br />PHASED UNTIL AREA I. o \ 3 <br />NEEDS TO BE IMPACTED. O I o w \ 9 <br />-I�i.rn - ,�. �' o� Sze \ <br />q.1 ' <br />IND PROTECT WETLAND IN THE \ v' s `� <br />INTERIM PERIOD �/: V D <br />_ � 8 O <br />— <br />. --:. TEMPORARY DEWATERING <br />CHANNEL PRIOR <br />T\ �i � g <br />30�9SEWER AS.NECES ARY rn 9333•5940-- <br />y <br />\- -��� :e. l o:::: .- �i s o°� 609 ��\ / / WOo� <br />.............. <br />�O / / \ `9 \ \� / G 941.9 I II �'� �� < G g C��� <br />OUTLET EL=928.2 ..� \ o ��r' i SS S ��° / 936.5 <br />° <br />00 YR HWL= 9.8 <br />�POUD BOTTOM=90.0 1 :� \� �i�i Iyo /' \ ��\ �j, _ �940, 41 <br />� TEMPORARY SEDIMENT BASIN -� - . • . i 1 � � / � \ \ c <br />- �.:: � o . �• / 9 moo• / <br />Ik y WITH SKIIM MER OUTLET. :'y 9 / / 9 <br />// \ ` �.... .. .• � - .:.�\. � S `I `Lp / / � moo,.__ o <br />OG I I I 1 G g3 5 \\ <br />WO l I G 941.9 I I G 941.7 1 I �0� \\ <br />I <br />WOLO <br />/ 1 1 3 5 \ \ <br />.. 10' WIDE POND �� "^ 9 N 1 II 93 <br />�c9r� 8 ACCESS ROUTE \ �l / / 933.9 I I 933.7 I\ ! <br />1912 <br />900 <br />2 a' <br />PHASE ONE \ 90R 920- J \ sT TWO ROWS OF BMP'S D <br />GRADIING CrYPa \ \� \ NEEDED WHERE DISTURBED DND DD <br />SOILS ARE WITHIN 50FT OF <br />NWL OF WETLAND �DDD <br />C\4 kJ <br />00 <br />I Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my Revisions: <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State to /12 <br />0 /18 Revised Pond 4/22/19 Revised per Plat <br />12/12/19 Revised for 5th Add. <br />12/27/19 Phase 2 Record Grac <br />john Bender <br />Dates 03/11/20 License No, 43358 <br />Checked:- J1HB <br />Drawn: DJW <br />Record Drawing by/date: DMW <br />Prepared for: <br />DENOTES WETLAND BUFFER <br />J _ DND DENOTES DO NOT DISTURB <br />POND ACCESS ROUTE <br />D I � <br />I <br />934 EROSION CONTROL NOTES: <br />=1 932ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />00 IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE <br />MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED <br />AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE <br />GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />t l CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. <br />o \ J I r I TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE <br />I <br />= W}T�A ,D I KES 2 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />I F LL- I 1AC. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <br />I tjj I AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE <br />ROCK CONSTRUCTION MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE <br />ENTRANCE (TYP) TRACKING OF DIRT ONTO PUBLIC STREETS. <br />1 • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />U_ I 1 V I. I PONDS BELOW OUTLET ELEV. <br />_� (1 J GENERAL GRADING & DRAINAGE NOTES: <br />o)n e �I I - I i • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. <br />��� I I' • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT <br />HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />o p� ::) I :. < 0� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />= I J \ I EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />�, I �..\ I::. �• I AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />° f I IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />.10 I II CnI • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />Qaa <br />1 I v <br />11 I� <br />I 1 I Z <br />I I I o <br />a I •n— <br />V <br />A. I o I y <br />CN <br />Adelaide Landing 4th & S& Add. <br />Phase 2 grading <br />0F5 <br />Adelaide <br />LLC <br />ADELAIDE <br />1660 <br />Highway 100 South, Suite <br />400 <br />— L A N D I N G— <br />St. Louis Park, MN 55416 <br />Hugo, MN <br />0' 50' 100' 150' <br />Latest Revision Date:03/11/20 <br />0008463GDF02.dwg <br />Date: 10/02/18 sheet: 3 of 9 <br />Grading, <br />Drainage and <br />Erosion Control <br />Plan <br />