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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 />892.18 <br />892.73 <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 />892.19 <br />9 <br />7,295 <br />TH 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />TH 2 <br />893.46 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />TOTAL <br />60,249 <br />TOTAL <br />112,786 <br />SOUTHWEST CORNER OF THE <br />5E 1/4 OF THE SW 1/4 <br />SECTION 28, TWP. 31, ROE. 22 <br />tap <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1) PRIOR TO ANY GRADING OPERATIONS. THE CONTRACTOR SHALL INSTALL <br />ROCK CONSTRUCTION ENTRANCE (100911ON5 TO BE DETERMINED - COORDINATE <br />YAM OWNER) AND PERIMETER SILT FENCE AS SHOW ON PLAN. (CONTACT <br />CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING <br />OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF <br />LOCAL CONDITIONS REQUIRE. <br />2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -8Y -AREA <br />BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL <br />EXPOSED SOILS MUST HAVE TEMPORARY ER0510N CONTROL PROTECTION OR <br />PERMANENT COVER WITHIN SEVEN (7) DAYS. <br />3) SEE SHEET 04, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR <br />ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. <br />LOT N0. <br />DRAINAGE k URUTY <br />EASEMENT <br />SURFACE DRAINAGE <br />FINISHED GRADE PROPERTY LINE <br />AT REAR OF HOUSE I <br />RECOMMENDED HOUSE TYPE <br />5.0.1.0. - SPUT -ENTRY <br />WALX -OUT <br />W.O. - SPUT ENTRY <br />PROPOSED ELEVARCN AT <br />GARAGE DOOR (FRONT) <br />L STREET <br />TYPICAL LOT LAYOUT <br />MDICATES PROPOSED <br />LOWEST FLOOR ELEV. <br />INDICATES <br />DROPPED 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 />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 />892.18 <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 />TH 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />TH 2 <br />893.46 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />19 3 <br />893.54 <br />893.04 <br />892.12 <br />890.96 <br />892.09 <br />111 4 <br />892.72 <br />892.09 <br />891.34 <br />689.93 <br />891.10 <br />10 5 <br />890.50 <br />889.96 <br />889.50 <br />888.33 <br />890.00 <br />0 <br />0'L ftx909 91 <br />R9770 424‘'4 4° <br />.9�QS <br />ENHANCEMENT <br />B- 35.137S9 <br />(SEE YETMO T PLAN <br />FOR DET/JLS) <br />efc <br />Zoned ` UD (Ora. 26 -04) <br />Know what's below. <br />Call before you dig. <br />801LAND DIHAN0EMENT <br />AREA C - 68.976 SF <br />(SE MERINO REPLA9EIENT RAN <br />FOR COWLS) <br />G aEP <br />000 .0. RJ PS\ON P <br />CON <br />eR °e°Sto <br />x,. <br />xr. <br />If-v.0W n3 <br />otism <br />BLOCK' 5 <br />15-01 880E 04152ROW <br />(DES, 893.25). <br />a <br />131POio Oil <br />191 'reel % b <br />MONDE INLET SEGMENT CONTROL en, <br />C° <br />449 <br />FOR STORM SE1(R 80015 WTI. 24 �Sr,, (OURS OF S1RUCTIIRE INSTALLATION C .Nita T l7i <br />°6 <br />41,p,„ <br />q <br />1E'RM0 F91 415 <br />2.473 SF <br />air <br />x121' 471" <br />env xr- <br />0. <br />,.r!'aFeWV.x <br />IA1,662.0 (7 Per RC.) <br />P 040 FEET nOPM E <br />FEET 57 7 eE, <br />xre <br />Zoned PUD (Ord. 26 -04) <br />PET <br />Zoned Rurol <br />WITNESS CORNER, SECTION 33, <br />TWP. 31, RGE 22 - -- <br />PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB P.U.D. <br />DRAWN BY <br />C.M. <br />CNCKD BY: <br />DESIGN BY: <br />PROJ. NO. <br />13 -1414 <br />ORIGINAL DATE <br />OCTOBER 14, 2013 <br />00 <br />0 <br />SADDLE CLUB P.U.D. <br />z <br />0 <br />l3z <br />a <br />PREPARED FOR <br />DUPONT <br />HOLDINGS, LLC <br />t4#,B <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 />1 INCH 9 50 FEET <br />01-2 <br />