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WETLAND FILL <br />LOCATION <br />WETLAND <br />ENHANCEMENT <br />AREA NO. <br />AREA (SF) <br />AREA NO. <br />AREA (SF) <br />9/13/2013 <br />AREA NO. <br />AREA <br />1 <br />3,342 <br />10 <br />539 <br />892.92 <br />A <br />8,853 <br />2 <br />773 <br />11 <br />2,296 <br />PIT 3 <br />B <br />35,137 <br />3 <br />5,689 <br />11A <br />822 <br />896.71 <br />C <br />68,796 <br />4 <br />12,949 <br />12 <br />226 <br />893.99 <br />893.65 <br />893.53 <br />5 <br />11,021 <br />13 <br />427 <br />892.30 <br />89218 <br />892.73 <br />6 <br />10,239 <br />13A <br />229 <br />891.34 <br />891.60 <br />PIT 8 <br />7 <br />284 <br />14 <br />1,454 <br />889.59 <br />PIT 9 <br />893.75 <br />8 <br />191 <br />15 <br />2,473 <br />PIT 10 <br />892.77 <br />892.15 <br />9 <br />7,295 <br />892.34 <br />18 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />TH 2 <br />893.48 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />18 3 <br />TOTAL <br />60,249 <br />892.12 <br />TOTAL <br />112,786 <br />GRADING, DRAINAGE a EROSION CONTROL NOTES <br />1) PRIOR 10 ANY GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL <br />ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE <br />MTH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT <br />CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING <br />OPERATIONS. IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY 0 <br />LOCAL CONDITIONS REQUIRE <br />2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA <br />BASS TO MINIMIZE UNSTABIUZED AREAS AS EACH AREA IS COMPLETED. All <br />001O5ED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR <br />PERMANENT COVER MTHN SEVEN (7) DAYS <br />3) SEE 94007 04. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR <br />ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. <br />Zoned R -1 <br />28- 31 -22 -31 -0011 <br />Owner Cary 3 Shona Foster <br />LOT N0. <br />DRAINAGE A UTILITY <br />EASAHENT <br />SURFACE DRAINAGE <br />AT REAR HOUSE I ROF W� PROPERTY uHff <br />RECOMMENDED HOUSE TYPE <br />SEW.G - SPLIT-ENTRY <br />WALK-OUT <br />W.O. - SPLIT ENTRY <br />PROPOSED ELEVATION AT <br />GARAGE 0006 (FRONT) <br />TYPICAL LOT LAYOUT <br />x <br />1E11/J0 FILL R <br />Tn EF <br />xrw <br />erm <br />.,,10�m11 le <br />ease <br />sinso <br />N0K:A1E5 PROPOSED <br />LOMEST FLOOR ELEV. <br />INDICATES <br />DROPPED GARAGE <br />SUGGESTED <br />GARAGE LOCATION <br />WATER LEVEL MEASUREMENTS <br />LOCATION <br />WATER ELEVATION R <br />ADINC5 <br />8/9/13 <br />8/16/2013 <br />8/23/2013 <br />9/13/2013 <br />ANZRAGE <br />PIT 1 <br />893.37 <br />893.24 <br />892.57 <br />892.53 <br />892.92 <br />PIT 2 <br />895,30 <br />894.26 <br />893.89 <br />893.84 <br />894.32 <br />PIT 3 <br />896.57 <br />895.74 <br />895.40 <br />895.40 <br />895.78 <br />PIT 4 <br />896.71 <br />896.38 <br />896.30 <br />896.21 <br />896.40 <br />PIT 5 <br />894.74 <br />893.99 <br />893.65 <br />893.53 <br />893.98 <br />PIT 6 <br />893.39 <br />893.05 <br />892.30 <br />89218 <br />892.73 <br />PIT 7 <br />892.01 <br />891.55 <br />891.51 <br />891.34 <br />891.60 <br />PIT 8 <br />889.83 <br />889.54 <br />889.54 <br />889.46 <br />889.59 <br />PIT 9 <br />893.75 <br />892.09 <br />891.84 <br />891.92 <br />892.40 <br />PIT 10 <br />892.77 <br />892.15 <br />892.19 <br />892.27 <br />892.34 <br />18 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />TH 2 <br />893.48 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />18 3 <br />893.54 <br />893.04 <br />892.12 <br />890.96 <br />892.09 <br />78 4 <br />892.72 <br />89209 <br />891.34 <br />889.93 <br />891.10 <br />TH 5 <br />890.50 <br />889.96 <br />889.50 <br />888.33 <br />890.00 <br />,. I =s =1 <br />Zoned R-1 A. <br />Zoned R- t....1... 'A I•� 28- 31 -22 -31 -0028 • 1 <br />I 11 I I ,. <br />an <br />28- 3t -22 -31 -0028 .,' I ` 14 e: 9118 M. Schmitz Revocable T,aet .- .- I•/ ■ [ • <br />�8(L� <br />An Jena & Rebecca Rowing e...,x " V A 0 998 Aspen Lans/, ,opm Zoned R-1 <br />1, <br />92 Aepan Lane ...�� , s3. ; -� :F 1yE1' <br />fit\ 33, 8- I�¢ I , • •• '- <br />- /"F9oe �amcv°E ......1 ®N ..... 41 <br />eN,, <br />dr <br />M Vr` .A FO'.: <br />ANIMMIM <br />I ' I <br />Ate <br />owe <br />we <br />k4`w <br />W �M <br />ewes Towor <br />ISSN <br />(- -- <br />- --\- -SET -. <br />'IS <br />1 <br />I <br />Effie Gm <br />DROP 1 FT <br />W.O. <br />c•ffi:e GAP <br />I DROP 1 n <br />w.3.. <br />1�iW�Y +'fiEY. <br />rLitag, <br />��II <br />•11i� <br />89YIIriTrsa71�I`43FA7� <br />r <br />- . ASE I GRADING U I <br />IERAtap? PLR <br />M„ <br />EERY <br />MES D1Pl <br />ara <br />rr- <br />1 <br />I <br />WI <br />Know what's below. <br />CaII before you dig. <br />.6 <br />AET <br />LLI <br />PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB P.U.D. <br />DRAWN BY: <br />C.M. <br />CHCID) BY: <br />DESIGN BY: <br />PROD. NO. <br />13 -1414 <br />ORIGINAL DATE: <br />OCTOBER 14, 2013 <br />REVISION DESCRIPTION <br />8 <br />SADDLE CLUB P.U.D. <br />z <br />coi <br />Ye <br />i <br />23 <br />00 <br />QoQm <br />¢U <br />0 Z <br />6 N <br />20 <br />w <br />a <br />PREPARED FOR <br />DUPONT <br />HOLDINGS, LLC <br />SITE PLANNING <br />A ENGINEERING <br />PLOWE <br />ENRINEERING,INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES. MN 55014 <br />PHONE:1651)361 -210 <br />FAX: (651)361 -8701 <br />NORTH <br />25 50 <br />D� <br />1 INCH= 50 FEET <br />C1 -1 <br />