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COUNTY ST A TE AID HIGHWAY 96 <br />LEGEND: <br />BIT. SIDEWALK <br />SIDEWALK <br />NOTES: <br />EASEMENT LINE <br />BUILDING SETBACK <br />PROPERTY LINE <br />LOT LINE <br />R.O.W. <br />PRESERVED TREES <br />ALL PROPOSED HOUSE PADS ARE 50 FT IN WIDTH. <br />2. ALL PROPOSED HOUSE PADS ARE 60 FT IN DEPTH <br />EXCEPT LOT 11, BLOCK 1, LOT 2, BLOCK 2 AND <br />LOTS 6, 17, 18, BLOCK 4 WHICH ARE 50 FT IN <br />DEPTH. <br />40' FRONT SETBACK LINE (MIN.) <br />w <br />DRIVEWAY — <br />APRON <br />6 <br />EASEMENT <br />—THERE ARE A FEW <br />INSTANCES WHERE <br />PROPOSED FRONT <br />SETBACK ARE GREATER <br />THAN THE MIN. — LOTS <br />9,10, BL 1, LOT 1, BL <br />2, LOTS 3 -5, BL 3 AND <br />LOTS 1 -4, 18, 8L 4. <br />1 ( F FULL BASEMENT <br />WO - WALKOUT <br />z LO - .LOOKOUT <br />JI <br />DENES PAD AND <br />FOOTPOTRINT AREA <br />rn� <br />8 <br />tn� <br />30' REAR. SETBACK LINE <br />so <br />REAR SETBACK <br />J ' DENOTES TYPICAL <br />16' DRAINAGE AND UTILITY <br />EASEMENTS UNLESS <br />OTHERWISE SHOWN <br />ON THE PLAN. <br />95.00' <br />DRIVEWAY <br />APRON <br />0 <br />0 <br />0 <br />0 <br />B618 CURB <br />AND GUTTE <br />TYPICAL LOT DETAIL <br />NOT TO SCALE <br />X: \2010 \100055 \plan sheets \Final Plat \100055site— plat.dwg <br />Drawing name: <br />KEITHSON <br />DRIVE <br />6 +00 <br />KEITHSON DRIVE <br />ROW <br />ROW <br />50.00' <br />50.00' <br />3" (PLUS) CUSHION <br />UNDER CURB (TYP.) <br />4" OR 6" PERFORATED <br />DRAINTILE <br />(WHEN NEEDED) <br />15.0' 16.46' <br />WEAR COURSE TO BE PLACED r TO " <br />ABOVE FRONT EDGE OF CURB. <br />�--- 2.5% 2. <br />Irihilliiiii2I/ ,iiiivAV KiIiI iir,i.►i I i .i.02 <br />• <br />SURMOUNTABLE CURB AND <br />GUTTER. <br />TYPICAL ROAD SECTION <br />NOT TO SCALE <br />''KEITHSON DRIVE FROM STA: 9+58.55 TO <br />END OF NEW CONSTRUCTION HAS A <br />VARIABLE DIMENSION FROM C/L TO <br />RIGHT OF WAY. THE DIMENSION VARIES <br />FROM THE 30 FT STANDARD TO 26.46 <br />FT. <br />BIT. DRIVE <br />R= <br />L =15 <br />0 =29'1 <br />6' <br />'15" <br />S RMOUNTABLE <br />1 C RB AND <br />GUTTER <br />1 I'� <br />\12 +00l 13 +KEITH " e <br />o DRIVE.00 <br />SCALE IN FEET <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 300 <br />MINNEAPOLIS, MN 55415 <br />PHONE (612) 758-3080 <br />FAX (612) 758-3099 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I <br />AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OF <br />MINNESOTA <br />CLARK WICKLUND, PE <br />DATE LICENSE NO. <br />PROJECT TEAM <br />DESIGNED: <br />DRAWN: <br />PROJECT NO: <br />MPR <br />ELL <br />100055 <br />QA/QC REVIEW <br />BY <br />DATE <br />DATE ISSUE <br />3 -2 -11 <br />3 -7 -11 <br />3 -18 -11 <br />48 -11 <br />WORKSHOP <br />DATE ISSUE <br />PRELIMINARY PLAT <br />PRELIMINARY STAFF REVIEW <br />RCWD COMMENTS (3- 28 -11) <br />FOX RIDGE <br />FINAL PLAT <br />SUBMITTAL <br />