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OA:g:iw A Y <br />A ?ROW <br />DRIVE'WAr- <br />APRON <br />z <br />Q , <br />o <br />Z - <br />W <br />T. SCE'. AL+, <br />1 <br />2 <br />1 4-00 <br />T <br />3 <br />J <br />2 +00 <br />r <br />4 <br />1 M <br />KEITHSON : <br />1 <br />/_ <br />COUNTY STATE AID HIGHWAY 96 <br />4 4 -BIT SIDE'WAL'K -' <br />RE T. 'WALL -' <br />-3FT ;iT CHAIN _INK <br />FENCE <br />5 <br />1 <br />i <br />1 8618 Ct <br />L_ AND GU <br />m 3+0C <br />1 -f <br />00 DRIVE ' <br />\' `vVETL <br />\�_ 4,813 <br />0.11 <br />/ <br />1 <br />AND E ‘• <br />s. f. or <br />acres <br />!RB <br />TIER J <br />4 +0 +0 <br />2 <br />�)l <br />7 <br />BLOCK 2 <br />-SPLIT RAIL <br />, FENCE <br />BIT. DRIVE <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 300 <br />MINNEAPOLIS, M N 55 415 <br />PHONE (612) 758-3080 <br />FAX (81 2) 758-3099 <br />J <br />6 <br />s <br />t <br />F3LOCK <br />5 +00 <br />7 <br />8 <br />J <br />7 +,00 <br />DRIVE <br />BIT . SIDEWALK <br />10 <br />/ <br />/ <br />7 <br />4/ <br />/ A <br />'/ //1 <br />L <br />-f <br />95.00' <br />- -(i- J— <br />- <br />— = 37-70T1'� <br />L= 57.80' <br />A= 89'30'33” <br />11 <br />J <br />„CYO< 4 <br />L_ <br />12 <br />SURMOUNTABLE <br />CURB AND <br />GUTTER <br />r SURMOUNTABLE <br />'1 CURB AND <br />GUTTER <br />\ \ <br />\ <br />DATE ISSUE <br />I HEREBY CERriot' FHA F THIS PLAN. <br />SPECIFICATION. OR REPORT WAS <br />PREPARED BY ME OR UNDER'4i' <br />DIRECT SUPERVISIOS .a\D THAT 1 <br />AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE L ALPS ()E THE STATE OF <br />AIINNESO TA <br />CLARK W RC'KLUND. PE <br />DATE LICENSE `O. <br />PROJECT TEAM <br />DESIGNED AtPR <br />DRA■A N: ELL <br />PROJECT NO: ! 90055 <br />QA/QC REVIEW <br />B� <br />DATE <br />DATE ISSUE <br />3 -2 -It <br />3 -'-1i <br />3 -18 -i I <br />11'()RKS1IOP <br />PRELLMIN aRY PLAT <br />PRELIMINARY STAFF REYIESV <br />/0. 147 <br />14 <br />O -0v <br />n DRIVE <br />I <br />±=r7,17-- <br />, -, r--- F - - - - - - <br />LEGEND: <br />NOTES: <br />EASEMENT LINE <br />BUILDING SETBACK <br />PROPERTY LINE <br />LOT LINE <br />R.O.W. <br />PRESERVED TREES <br />1. ALL PROPOSED HOUSE PADS ARE 50 FT IN WIDTH. <br />2. ALL PROPOSED HOUSE PADS ARE 60 FT IN DEPTH <br />EXCEPT LOT 6, 14, 15, 17 AND 18 OF BLOCK 4 <br />WHICH ARE 50 FT IN DEPTH. <br />ROW <br />EASEMENT <br />6 <br />40' FRONT SETBACK LINE (MIN.) <br />30' REAR SETBACK UNE <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, 8L <br />2, LOTS 3 -5, BL. 3 AND <br />LOTS 1 -4, 18. BL 4. <br />F - FULL BASEMENT <br />WO - WALKOUT <br />LO - LOOKOUT <br />REAR SETBACK <br />DENOTES TYPICAL <br />6 DRAINAGE AND UTILITY <br />EASEMENTS UNLESS <br />OTHERWISE SHOWN <br />ON THE PLAN. <br />TYPICAL LOT DETAIL <br />NOT TO SCALE <br />60' <br />5 <br />15.0' 16.46' <br />26.46' -30'• <br />30' TY" <br />- WEAR COURSE TO BE PLACED I" TO }" 6" <br />ABOVE FRONT EDGE OF CURB. <br />mmasummour <br />ROW <br />3" (PLUS) CUSHION <br />UNDER CURB (TYP.) <br />4" OR 6" PERFORATED <br />DRAINTILE <br />(WHEN NEEDED) <br />- SURMOUNTABLE CURB AND <br />GUTTER. <br />TYPICAL ROAD SECTION <br />NOT TO SCALE <br />.KEITHSON DRNE 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 />0 25 50 100 <br />SCALE IN FEET <br />FOX RIDGE <br />PRELIMINARY PLAT AND TEXT AMENDMENT <br />SUBMITTAL <br />SITE PLAN <br />SHEET 7 of 21 <br />