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WETLAND FILL <br />LOCATION <br />WETLAND <br />ENHANCEMENT <br />AREA NO. AREA (SF) AREA NO. AREA SF) <br />8/16/2013 <br />AREA NO. <br />AREA <br />0IMEMMEM=i1=11 <br />PIT 1 <br />A <br />8.853 <br />892.57 <br />892.53 <br />892.92 <br />PIT 2 <br />B <br />35,137 <br />�®� <br />893.84 <br />� <br />PIT 3 <br />C <br />68.796 <br />895.40 <br />895.40 <br />895.78 <br />PIT 4 <br />896.71 <br />896.38 <br />©MIESM®IIIKEIME <br />896.21 <br />896.40 <br />PIT 5 <br />894.74 <br />893.99 <br />�MILEEM®® <br />893.53 <br />893.98 <br />PIT 6 <br />893.39 <br />893.05 <br />7 <br />284 <br />14 <br />1,454 <br />892.01 <br />891.55 <br />891.51 <br />8 <br />191 <br />15 <br />2,473 <br />889.54 <br />889.54 <br />889.46 <br />9 <br />7,295 <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 />TOTAL <br />60,249 <br />891.28 <br />TOTAL <br />112,786 <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 />01TH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PUN. (CONTACT <br />CITY TO INSPECT ER0909 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 -BY -AREA <br />BASIS TO MINIMIZE UNSTABILJ2ED AREAS. AS EACH AREA I5 COMPLETED. ALL <br />EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTOR 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 />Zoned R -1 <br />28-31-22-31-0011 <br />Owner: Gary & SHOrlO Foster <br />Arm <br />e <br />LOT N0. <br />DRAINAGE & UTDTY <br />EASEMENT <br />SURFACE DRAINAGE <br />AT EARHOF HWSEE I I \ } PROPERTY LINE <br />RECOMMENDED HOUSE TYPE <br />S.EW.O. - SPOT -ENTRY <br />wALK -COT <br />W.O. - 5POT ENTRY <br />PROPOSED ELEVATKIN AT <br />GARAGE DOOR (FRONT) <br />R/W <br />51REE <br />TYPICAL LOT LAYOUT <br />WE'OAIID F4L /2 <br />FE- <br />xrw <br />1645CATE5 PROPOSED <br />LOWEST FLOOR ELEV. <br />INDICATES <br />DROPPED GARAGE <br />SUGGESTED <br />GARAGE LOCATOR <br />Zoned R -1 esy X11 ., <br />28- 31 -22 -31 0028 f0440 /4 a®°,e,° <br />¢ en� .'Jess & Rebecca Roaring \� as114,, --< <br />® u 0 <br />xM 992 Aspen Lone / <br />xwew.n eww <br />ev3n / [wx \� _ [soy_ %�. <br />ew <br /># / <br />eld <br />695 CO <br />sear <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 />TN 2 <br />893.46 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />TH 3 <br />893.54 <br />893.04 <br />892.12 <br />890.96 <br />892.09 <br />18 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 />` • <br />Zoned R-1 _ , <br />28- 31- 22- 31 -0028w <br />Zoned R -1 <br />.P'7„,,Owner Susan M. Schrnitz <br />998 Asp L e�.sM Revocoble Trust <br />08* 41 <br />-'4[ 0QWS xt xwnea Hsoom xH 50 <br />UN MO ?RS <br />esAse <br />EDNA <br />AO.' <br />xr- <br />TILL <br />342W <br />[M�Kk kP59 <br />�1, <br />Aga s s�sjrt�,¢mx -nwi <br />�/ GAR <br />DROP 1 FT I :!r;:. W0. <br />APPRO PHASE t GRADING L 8 <br />13 = <br />il <br />REPLACEMENT PLAII <br />W BEFAI <br />(TIP) <br />OAS <br />Know what's below. <br />CBII before you dig. <br />BLO <br />11TC <br />NAT 7.28 <br />/ <br />10 X <br />t X I xtrs' 91r. <br />e8.16 ¢ xa <br />0 <br />esee. N.07 <br />3eMesm <br />xs <br />• °a <br />rkElb <br />19 <br />ruip <br />MOO <br />PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB P.U.D. <br />DRAWN BY <br />C.M. <br />CHCKD BY: <br />C.W.P. <br />DESIGN 8Y: <br />C.W.P. <br />PROD. NO. <br />13 -1414 <br />ORIGINAL DATE <br />OCTOBER 14, 2013 <br />REVISION DESCRIPTION <br />f <br />5 <br />SADDLE CLUB P.U.D. <br />ai <br />3 <br />Q 2 <br />0O <br />¢U <br />O Z <br />>O <br />ZO <br />PREPARED FOR' <br />DUPONT <br />HOLDINGS, LLC <br />%°,0 <br />SITE PLANNING <br />&ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6716 DRIVE <br />SUITE 110 110 <br />LINO LANES. MN 55014 <br />PHONE;(651)361 -8210 <br />FAX (851) 361 -8701 <br />NORTH <br />D 25 50 <br />11NCH= 50 FEET <br />C1 -1 <br />1 <br />\ ih. <br />�/ GAR <br />DROP 1 FT I :!r;:. W0. <br />APPRO PHASE t GRADING L 8 <br />13 = <br />il <br />REPLACEMENT PLAII <br />W BEFAI <br />(TIP) <br />OAS <br />Know what's below. <br />CBII before you dig. <br />BLO <br />11TC <br />NAT 7.28 <br />/ <br />10 X <br />t X I xtrs' 91r. <br />e8.16 ¢ xa <br />0 <br />esee. N.07 <br />3eMesm <br />xs <br />• °a <br />rkElb <br />19 <br />ruip <br />MOO <br />PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB P.U.D. <br />DRAWN BY <br />C.M. <br />CHCKD BY: <br />C.W.P. <br />DESIGN 8Y: <br />C.W.P. <br />PROD. NO. <br />13 -1414 <br />ORIGINAL DATE <br />OCTOBER 14, 2013 <br />REVISION DESCRIPTION <br />f <br />5 <br />SADDLE CLUB P.U.D. <br />ai <br />3 <br />Q 2 <br />0O <br />¢U <br />O Z <br />>O <br />ZO <br />PREPARED FOR' <br />DUPONT <br />HOLDINGS, LLC <br />%°,0 <br />SITE PLANNING <br />&ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6716 DRIVE <br />SUITE 110 110 <br />LINO LANES. MN 55014 <br />PHONE;(651)361 -8210 <br />FAX (851) 361 -8701 <br />NORTH <br />D 25 50 <br />11NCH= 50 FEET <br />C1 -1 <br />