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POSTS 8'-0" O.C. MAX. - _._.- <br />4 FENCE ELEVATION <br />SCALE: 1/4" = 1'-0" <br />4'-0" <br />ALL CEDAR MATERIALS <br />STAINED WITH SHERWIN WILLIAMS <br />X454 SHAMROCK <br />OR HOUSESTAINS <br />STAINED CEDAR <br />& CAP PLATES <br />STAINED CEDAR <br />PLATE <br />STAINED CEDAR BOARDS, <br />vIAX. SPACING BETWEEN BOARDS <br />STAINED CEDAR <br />PLATE <br />STAINED CEDAR POSTS <br />)IA CONC. PIER FOOTING <br />z <br />0 <br />GRAPHIC SCALE <br />0 2' 4' <br />2X4 STAINED CEDAR <br />TOP & CAP PLATES <br />STAINLESS STEEL HEAVY DUTY <br />GATE HINGE (TYP OF 4) <br />2X4 STAINED CEDAR <br />BRACING <br />STAINLESS STEEL GATE LATCH <br />2X4 STAINED CEDAR <br />MID PLATE <br />1X6 STAINED CEDAR BOARDS, <br />2" MAX. SPACING BETWEEN BOARDS <br />2X4 STAINED CEDAR <br />SILL PLATE <br />04 STAINED CEDAR POSTS <br />8" DIA CONC. PIER FOOTING <br />GATE ELEVATION <br />GRAPHIC SCALE <br />3 <br />CHECKED BY: <br />A.P.S. <br />SCALE: 1/4" = 1'-0" <br />11-14-17 <br />0 2' 4' <br />CAP UNIT ADHERED TO <br />TOP UNIT W/ VERSA-LOK <br />6" AGL <br />CONCRETE ADHESIVE <br />GRADE (SEE PLAN) <br />VERSA-LOK MODULAR <br />COMPACTED FILL <br />CONCRETE UNITS <br />/� <br />// l' <br />AMOCO 4545 <br />GEOTEXTILE <br />?;.DRAINAGE <br />AGGREGATE <br />LO EXISTING GRADE <br />C <br />; _ _ . <br />12 INCH THICK MIN. <br />> <br />��.1_l•—'--4 <br />INCH 0 DRAIN PIPE <br />UNDISTURBED <br />SOIL <br />COMPACTED 3/4" MINUS GRAVEL <br />W/ 1" SAND LEVELING COURSE <br />6 INCH THICK MIN. <br />RETAINING WALL DETAILS GRAPHIC SCALE <br />2 SCALE: 3/8" = 1'-0" 0 V-14• z' -e <br />3- DEEP CLEAN <br />ROCK OVER WOVEN <br />POLYETHYLENE <br />GEOTEXTILE FABRIC 6" x 6" ACO TREATED TIMBER <br />IIIWGRADE (VARIES) <br />#4 X 24" REBAR, DRILL HOLE <br />IN TIMBER SMALLER THAN REBAR, <br />AND DRIVE BAR INTO DIRT. <br />COUNTERSINK REBAR IN TIMBER <br />1/2" & SEAL w/ EXTERIOR <br />POLYURETHANE CAULK. <br />TIMBER EDGE DETAIL GRAPHIC SCALE <br />5 <br />SCALE: 1/4" = 1'-0" o 1 z' a' <br />-- c <br />---- --- ------ -------- ----------- <br />---------------------- ------------------ --------- <br />PROPOSED RETAINING WALL----------- ---- --- --- ---- - ------ <br />(SEE 2/A-2) --------------------------- - <br />r i <br />uGE <br />T <br />E <br />6" <br />L — — — — — <br />100. <br />----' UGE AGE - _ <br />o 6. <br />J <br />— GAS — <br />— — — — — /-\ — --W--— — .- � GAS GAS— <br />GAS <br />GRADING PLAN GRAPHIC SCALE <br />SCALE: 3/16"=1'-0" 0s'-4 <br />LICENSED <br />ARCHITECT <br />12427 \ <br />i 4J <br />I hereby certify that this plan, <br />specification or report was <br />prepared by me or under my direct <br />supervision and that I am a duly <br />registered Architect under <br />the laws of the State of Minnesota. <br />ROBERT J. DAVIS, Reg. No. 12427 <br />r <br />12-20-17 <br />Ca <br />DESIGN <br />9973 VALLEY VIEW RD. <br />EDEN PRAIRIE, MN 55344 <br />(952) 903-9299 <br />WWW.DESIGN1EP.COM <br />verizon✓ <br />10801 BUSH LAKE ROAD <br />BLOOMINGTON, MN 55438 <br />(612) 720-0052 <br />I PROJECT I <br />120171566543 <br />LOC. CODE: 443886 <br />MIN <br />TURING <br />;ONO ORCHARD ROAD S <br />ORONO, MN 55391 <br />SHEET CONTENTS <br />GRADING PLAN <br />RETAINING WALL DETAILS <br />FENCE & GATE ELEVATION <br />TIMBER EDGE DETAIL <br />DRAWN BY: RICKY P. <br />DATE: <br />11-02-17 <br />CHECKED BY: <br />A.P.S. <br />REV. A <br />11-14-17 <br />REV. B <br />12-20-17 <br />NORTH <br />A-2 <br />