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E <br />N <br />0- <br />0 <br />01 <br />03 <br />C <br />O <br />0 <br />0 <br />O <br />C7 <br />0 <br />0 <br />0 <br />N <br />Oi <br />0 <br />E <br />APPROIL EOM OF WATER., <br />W <br />ATER ELEV.- I 1 <br />083.5 (02V029) <br />12/28/2010 <br />R =60. <br />S' B <br />TRAIL <br />9 <br />PEDESTRIAN <br />RAMP <br />1.52'04'21' <br />PEDESTRIAN <br />RAMP <br />QJ11 IJr.0uS <br />3. <br />C L/ <br />15 7 49 Wetland A <br />22.708 NM. 0.52 cc. <br />A .,a-i -J 12/20/2010 e <br />$r <br />7 BY WIDNTTPER SEWER-, A <br />2082801 <br />5� R '.1 <br />dit \APPR0.K EDGE OF WATER. 4 <br />13 +00 COUNTY'+° °ROAD C2 11 +00 <br />10 +00 <br />�1 mmID :nn;lru1 =rVel ;CU <br />r RE I���If�■Ir�r. <br />S <br />2 0 <br />9 <br />N <br />N <br />.�I <br />33.3 6 +00 <br />80.0 <br />0 ��z< <br />I I /7 4 a <br />y <br />i L 5 1 <br />r o L d L <br />L 1 d L �PRESEAVEI)�TREE <br />C.' C PC: 15 61 <br />AI <br />1 <br />I I <br />I <br />,i I <br />PEDESTRIAN <br />L RAMP <br />5 +00 +00 <br />I 4+00 ERNWOOD STREET <br />4 <br />RETAINING W <br />(TYP) <br />PROPOSED POND <br />PROPOSED <br />DRIVEWAY <br />7 +00 <br />I- T <br />r <br />BELAIR CIRCLE <br />Q <br />0 <br />Li. Z 1 <br />W TI <br />I <br />(-1 o <br />10 <br />1-, <br />1 I v <br />V <br />J 1 <br />3 <br />T <br />_1 <br />r l <br />1 <br />I <br />L.LJ <br />MEFRILL <br />I <br />J. -I <br />L 1 <br />L 1 J <br />OF 000'F LOT 2� <br />COUNTY <br />I <br />LIJ <br />r 01 <br />A <br />CURVE DAT <br />R =90.00' <br />L- 140.18' 1 <br />LF8994'37" I <br />L 1 J 3 Fr. moo <br />FENCE ON LINE -1. <br />1 9000 WALL <br />(CLEAR) <br />4 FT. WOOD <br />r v 1 FENCE (ENC) -.1 <br />Vi <br />c 1i <br />.L_ 1 <br />4 FT, CHAIN <br />UNH FENCE <br />(CLEAR)..) <br />r <br />'-.e_ <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SITITIL 300 <br />MINNEAPOLIS, MN 55415 <br />PHONE (612) 758 <br />FAX (612) 758 3099 <br />CLARK WICKLUND, PE <br />DATE <br />I HEREBY CERTIFY THAT TINS PLAN, <br />SPECWTCATTON, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT! <br />AMA DULY LICENSED <br />PROFESSTONALENGINEER UNDER <br />THE LAWS OF THE STATE OF <br />MINNESOTA <br />LICENSE NO. <br />PROJECT TEAM <br />DESIGNED. !APR <br />DRAWN: <br />PROJECT NO: <br />QA/QC REVIEW <br />RY DATE <br />ELL <br />100054 <br />DATE ISSUE <br />5.4.31 <br />DATE ISSUE <br />CITY SU9MLTTAL <br />S <br />BILL BOARD EE NOTE 10 t <br />CLEAR CHANNEL <br />DECORATIVE FIE <br />W/ MASONARY <br />PILLARS <br />2 <br />z <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />LEGEND: <br />k <br />NOTES: <br />EASEMENT UNE <br />BUILDING SETBACK <br />PROPERTY UNE <br />LOT UNE <br />R.D.W. <br />PRESERVED TREES <br />1. ALL PROPOSED RECTANGULAR HOUSE PADS ARE <br />DEPICTED WON A 50 FT WIDTH AND 60 FT DEPTH. <br />2 TWELVE EXAMPLE SIDELOAD GARAGE FOOTPRINTS ARE <br />DEPICTED WHERE FEASIBLE ALL REMAINING LOTS WILL <br />HAVE FRONT LOAD STYLE DESIGN. <br />LOT SCHEDULE <br />BLACK LOT AREA (SF1 <br />1 1 12,689 <br />1 2 <br />1 3 <br />1 4 <br />1 5 <br />1 6 <br />1 7 <br />8 <br />1 9 <br />1 10 <br />1 1 <br />1 12 <br />1 <br />2 <br />3 <br />4 <br />7 <br />S <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />TE <br />11,544 <br />11,544 <br />11,544 <br />14,719 <br />13,963 <br />11,544 <br />11,544 <br />11,544 <br />11.546 <br />11,392 <br />12,500 <br />16,718 <br />15.632 <br />18,791 <br />34.817 <br />32,822 <br />30.679 <br />17,781 <br />16,957 <br />14,795 <br />15,005 <br />17,345 <br />18,924 <br />25,433 <br />30,123 <br />33,371 <br />ROW <br />030:18 00incaus J <br />4 0lM0(TRE (049.7 <br />JOSEPHINE WOODS <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />SITE PLAN <br />SITE PLAN DATA <br />GROSS SITE AREA <br />EXISTING ZONING <br />PROPOSED ZONING <br />PROPOSED LOTS <br />6 F' 3 REAR SEIBVAE LINE <br />TYPICAL LOT DETAIL <br />NOT TO SCALE <br />6.87' <br />8618 DJRB AND CURTER. <br />TYPICAL ROAD SECTION <br />15.08 ACRES <br />LDR -1 <br />LDR -1 <br />29 <br />30' FRONT 5036909 LINE F FULL BASEMENT <br />MORE' <br />09 <br />W0 <br />LO LOOKOUT <br />IVO <br />SCALE <br />I� <br />0 25 50 <br />0043TES RID AND <br />20019910 AREA <br />REAR SETEPCK <br />003031 S Tt9 03L <br />B AND UDIITY <br />EASEUENTS UNLESS <br />UnIERWISE SEWN <br />ON THE PUN. <br />ti <br />ROW <br />100 <br />IN <br />4 <br />FEET <br />SHEET 4 of 14 <br />