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02017 Westwood Professional Services, Inc. Call 48 Hours before digging: <br />9'r <br />811 or ca11811.com <br />4x X Common Ground Alliance <br />LEGEND. <br />'X "'�Ne % 1.10 j: 2 .1 1 <br />DND <br />0 DENOTES SOIL BORING <br />0 <br />q\N 0 N' 934" <br />DENOTES SILT FENCE <br />DENOTES POST GRADING SILT FENCE <br />7�, A" '0- % <br />DENOTES HEAVY DUTY SILT FENCE <br />'7 <br />0 <br />. . ..... DENOTES EXISTING CONTOURS <br />4 <br />0 -, ^%,\ '\ �� -:I - - ­', " 11� - TREE _980— DENOTES PROPOSED CONTOURS <br />. ..... PROPOSED <br />• <br />• ♦ <br />V, <br />U DENOTES EXISTING STORM SEWER <br />/4 OMITS (TYP.) <br />4. <br />At a- bol -0 DENOTES PROPOSED STORM SEWER <br />_'z <br />WETLAND KES 2: J DENOTES EXISTING TREE LINE <br />' '9 <br />'g .40 DENOTES APPROXIMATE TREE <br />A ♦940 91 ry­Y­Y`_N <br />C UL LIMIT OF I REMOVAL LIMITS <br />H P <br />DENOTES EXISTING SPOT ELEVATION <br />UTILITY & <br />PHASE 1 <br />0 <br />938.7 <br />'A STREET DENOTES PROPOSED SPOT ELEVATION <br />CONSTRUCT]_ <br />-a -P <br />♦cl;�o <br />Via <br />2 <br />IP '9� <br />DENOTES PROPOSED SPOT ELEVATION <br />4 <br />110 42 FOR TEMPORARY DITCH <br />Q <br />DENOTES EROSION CONTROL ROCK CHECKS <br />940.23 <br />N <br />I'S' C'i <br />E.O.F. DENOTES EMERGENCY OVERFLOW <br />P. <br />L.P. <br />'9� 1I r...►/ <br />TW --1020 DENOTES TOP WALL ELEVATION <br />OW -1000 DENOTES BOTTOM WALL -ELEVATION <br />_'p <br />-p' DENOTES RETAINING WALL <br />914-1 <br />- \ DENOTES INLET PROTECTION <br />a,,,'sl AT CATCH BASINS <br />♦DENOTES WOOD FIBER EROSION <br />(J42 V CONTROILBLANKET <br />G (3:1 AND STEEPER SLOPES) <br />We' <br />CULVERT <br />E777 <br />PROTECTION <br />.PHASE 1♦ DENOTES WETLAND BUFFER MONUMENT <br />*pa / I '��C,. ...\ <br />j I I U11 TY• <br />GsmucREET 36.59 DENOTES EXISTING TREE TO BE REMOVED <br />TION <br />DENOTES EXISTING TREE TO REMAIN <br />DENOTES WETLAND FILL <br />3 <br />— 35 DENOTES WETLAND <br />\V, <br />fes <br />• <br />V <br />6 DENOTES WETLAND BUFFER <br />4 _942-S 5 Z� '9 DND DENOTES DO NOT DISTURB <br />Iy <br />POND ACCESS ROUTE <br />2 3 <br />4 <br />8 "1 9 <br />J L <br />EROSION CONTROL NOTES: <br />R 3 �43 <br />Q� ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE <br />�35 R R R <br />94,S G <br />�LG 943.2 941.5 42.0 G r <br />IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE <br />10 D <br />7_ MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN <br />ALL <br />L: E.O.F.L <br />CULVERT <br />L <br />H. r, ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED <br />�2! AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE <br />B R_ <br />GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF <br />CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL <br />TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE <br />40 <br />71 <br />F,.& > � 9`°A >` • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED <br />SHALL BE INCIDENTAL TO THE GRADING CONTRACT. <br />AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE <br />00 �40_07- -4 5 <br />MUST BE PROVIDED ACCORDING TO HE DETAILS TO REDUCE <br />34 <br />N" TRACKING OF DIRT ONTO PUBLIC STREETS. <br />z CL -CL .9 <br />'1341.0 ',13 R�42,� 941-9 G I.— SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & <br />""g G ___DS BELOW OUTLET ELEV. <br />6 G <br />S G <br />" Soo 5 <br />2 1 1 3 C3 5'�j GENERAL GRADING & DRAINAGE NOTES: 1 .1 • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED <br />12' 7 1 -151, <br />0�0) j R(3) r <br />SURFACE GUTTER GRADES UNLESS OTHERWISE NOTED. <br />F PRO SED REFER TO THE SITE PLAN/kECORD PLAT FOR MOST CURRENT <br />TREE HORIZONTAL SITE DIMENSIONS AND LAYOUT. <br />z <br />THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF <br />UK <br />N' <br />EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS <br />... AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />T <br />5 938 - - - - - - __j - - - - - - RE -935.00 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />% <br />.... --- --- --- <br />.......... ............ . . ............... <br />...... ..... ......... ...... :: 6.. _:' . ........ <br />-PeND-0Of�R%I-_2_ ___' '5� - \-, "' -.1 VARIATIONS FROM THE PLAN. <br />................ <br />♦• ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. <br />------ - ... . ........... .......... 932" -�� . <br />� .. . ..... .. ........ 934 .. . ...................... ............. .. <br />. .... ....... . _._93.6 <br />.................. 9-3.4- POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. <br />CIL <br />..... .. . . ..... . . ....... <br />........... - - ..... ..... . . <br />.... ....... ...... .......... . ... . <br />POST GRADING <br />ROCK CONSTRUCTION <br />..... . ....................... .......... ........... <br />SILT FENCE (TYP.) <br />. ....... (-P) . . ..... <br />SILT FENCE CTYP), <br />-E <br />. . .. . . ............ .... 130 <br />771 <br />............. <br />TEMPORARY BEDIMEW BASIN I ----------- <br />WITH SKIMMER OLITLET. <br />. .... ........ <br />........... <br />E <br />.. . ....... <br />....... .... <br />F R <br />09 <br />EX.MH- 0' 50' 100' 150' <br />71._ <br />0008463GOFOIA19 <br />Date:05/19/17Silleet 4 OF 15 <br />Westwood <br />I h—by ­fy — dd. F� . p�� by —y <br />�w' <br />ftepared <br />Grading, <br />.1b1117 <br />MPI &Y' <br />OP5 Adelaide LLC <br />ADELAIDE <br />Drainage and <br />Phone <br />F_ 822 Ed- Pm1d, MN <br />'a-7 - - — <br />D— <br />Erosion Control <br />I <br />�952) :337. <br />T�� S) 7.5150 v.0­dp.— <br />jobs Emder <br />1W Highway IM South, Suite 400 <br />—LANDING — <br />Wastwood Praft2d­W Ser AIm <br />D_ __ 08/23/17 Lk— N. 43358 <br />B.g nd Dnwmagsdn9L lam Park, MIN 55416 <br />Hugo, ]MIN <br />Plan <br />