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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 />AVERAGE <br />AREA NO. <br />AREA <br />1 <br />3,342 <br />10 <br />539 <br />PIT 2 <br />A <br />8,853 <br />2 <br />773 <br />11 <br />2,296 <br />896.57 <br />B <br />35,137 <br />3 <br />5,689 <br />11A <br />822 <br />896.38 <br />C <br />68,796 <br />4 <br />12,949 <br />12 <br />226 <br />893.65 <br />893.53 <br />893.98 <br />5 <br />11,021 <br />13 <br />427 <br />89218 <br />89273 <br />PIT 7 <br />6 <br />10,239 <br />13A <br />229 <br />891.60 <br />PIT 8 <br />889.83 <br />7 <br />284 <br />14 <br />1,454 <br />PIT 9 <br />893.75 <br />892.09 <br />8 <br />191 <br />15 <br />2,473 <br />892.77 <br />892.15 <br />89219 <br />9 <br />7.295 <br />TH 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />111 2 <br />89146 <br />893.12 <br />892.62 <br />891.87 <br />89255 <br />TH 3 <br />89154 <br />TOTAL <br />60,249 <br />890.96 <br />TOTAL <br />112,786 <br />re <br />trot <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1) PRIOR TO ANY GRADING OPERATIONS THE CONTRACTOR SHALL INSTALL <br />ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE <br />`MTH OWNER) AND PERIMETER SLT FENCE AS SHOVE ON PLAN. (CONTACT <br />CITY TO INSPECT ER09ON CONTROL MEASURES PRIOR TO GRADING <br />OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF <br />LOCAL CONDITIONS REWIRE <br />2) THE CONTRACTOR SHALL PERFORM 9TE GRADING ON AN AREA -BY -AREA <br />BASS TO MINIMIZE UNSTABIUZED AREAS AS EACH AREA I5 COMPLETED. ALL <br />0(PO0ED SOILS MUST HAVE TEMPORARY EROSON CONTROL PROTECTOR OR <br />PERMANENT COVER WITHIN SEVEN (7) DAYS <br />3) SEE SHEET 54, STORM WATER P0LLU00N PREVENTION PLAN (SWPPP) FOR <br />ADDITIONAL ER040N CONTROL ROTES AND STE EQUENONG. <br />LOT N0. <br />DRAINAGE d DINE, <br />EASEMENT <br />SURFACE DRAINAGE <br />AT <br />FINISHED HOUSE 1 PROPERTY UNE <br />RECOMMENDED HOUSE TYPE <br />5.EW.0. - SPLIT -ENTRY <br />WALK -OFT <br />W.O. - SPOT ENTRY <br />PROPOSED ELEVATION AT <br />GARAGE DOOR (FRONT) <br />STREET <br />TYPICAL LOT LAYOUT <br />INDICATES PROPOSED <br />LOWEST FIRM ELEV. <br />INDICATES <br />CROPPED GARAGE <br />SUGGESTED <br />GARAGE LOCATION <br />WATER LEVEL MEASUREMENTS <br />LOCATION <br />WATER ELEVATION READINGS <br />8/9/13 <br />8/16/2013 <br />8/23/2013 <br />9/13/2013 <br />AVERAGE <br />PIT 1 <br />893.37 <br />893.24 <br />892.57 <br />892.53 <br />89292 <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 />89273 <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 />89240 <br />PIT 10 <br />892.77 <br />892.15 <br />89219 <br />89227 <br />892.34 <br />TH 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />111 2 <br />89146 <br />893.12 <br />892.62 <br />891.87 <br />89255 <br />TH 3 <br />89154 <br />893.04 <br />89212 <br />890.96 <br />892.09 <br />TH 4 <br />892.72 <br />892.09 <br />891.34 <br />889.93 <br />891.10 <br />10! 5 <br />890.50 <br />889.96 <br />889.50 <br />888.33 <br />890.00 <br />xteRIR <br />ERA. 0NNI01DR <br />AREA 6- 35,137 5 <br />(SE E1WO IFAACO EIIT R.O <br />FOH DETAILS) <br />SOUTHWEST CORNER OF THE <br />SE 1/4 OF THE SW 1/4 - <br />SECTION 28, TAP. 31, RGE. 22 <br />Atr <br />Zoned PUD (Ord. 26 -04) <br />Know what's below. <br />Call before you dig. <br />OVUM 169E-8KAOIT <br />AREA C - OL975 SF <br />(SE REPLACEMENT RAN <br />Eats. wT <br />om, <br />EIILT <br />L_ <br />0 <br />G <br />0ov-so loo <br />e <br />oSto ccS <br />cso <br />15-FT WOE - YEMLOW x m M. O. <br />9 57 893.26)! <br />x. <br />• <br />,A <br />*" Mr � g en7 <br />"6 OSlcp% A <br />PRONE INLET SEDIMENT coma. .... CO �/ <br />FOR STOP SBER PILES EIN 25 <br />(TITY 140.415..0F STRUCTURE NSTALATKN NfF• <br />8• <br />Fre <br />OR <br />A� <br />E <br />.ism <br />Nam ,,..„.,4,17: cr <br />WU <br />ewe Icanos <br />an as <br />/ W <br />tw <br />Nor <br />8 <br />F <br />E. <br />N <br />C <br />Zoned PUD (Ord 26 -04) <br />iM MLA <br />w <br />El7AO 7111 05 <br />2,473 S <br />AP. <br />It <br />X01 -8920 (PT Per ROO) <br />Zoned Rur51 <br />WITNESS CORNER, SECTION 33, <br />TAP. 31, RGE 22 <br />/ <br />PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB P.U.D. <br />DRAWN BY: <br />DESIGN BY: <br />CHCKD BY: PROD. NO. <br />C.W.P. 13 -1414 <br />ORIGINAL DATE. <br />OCTOBER 14. 2013 <br />REVISION DESCRIPTION <br />SADDLE CLUB P.U.D. <br />LINO LAKES. MN <br />PREPARED FOR: <br />DUPONT <br />HOLDINGS, LLC <br />SITE PLANNING <br />8 ENGINEERING <br />PLOWE <br />ENGINEERING. INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX) (651)361 -8701 <br />NORTH <br />0 25 50 <br />tt INCH� <br />C1 -2 <br />