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N 0 <br /> TOPSOIL <br /> 18-INCH <br /> BOULDER <br /> TOPSOIL VA VA VA VA VA <br /> 10. OULDER y/^/�0,<>�g/1;/��;/�;� `; j/\'y IB-INCH MIRAFI TYPE 140N <br /> BOULDER \%(OR EQUAL) <br /> MIN. IOUNCH IRAFI TYPE�140NVA/` 100 V//VV% <br /> NOTE: ALL BOULDER SHAPES SHOWN BOULDER <br /> 3'-0' ( R EQUAL) \\ MIN. <br /> ARE FOR DETAILING PURPOSES ONLY. `i/`�/`�/`i/�//, 6 -�� 24-INCH " MINI U\/ <br /> /�/, / / /12' MINIMUM OF <br /> I'-0' `/\/ \ 24-INCH \12' MINIMUM OF% BOULDER 'FREE-DRAINING' <br /> ACTUAL BOULDER SHAPES MAY VARY // BOULDER <br /> (MIN) \\j\\ FREE-DRAININGAGGREGATE <br /> GREATLY IN THE FIELD. BOULDER AGGREGATE <br /> SIZES SHOWN ARE MINIMUM DEPTH OF x FA <br /> 30-INCH <br /> THE BOULDER, AND THE DEPTHS SHOWN r-o• /AA/ AA BOULDER <br /> (MI N) VA V A VAA SAA�AA�� <br /> IN THE CROSS-SECTIONS SHOULD BE PROPOSED BOULDER WALL \ \ <br /> CONSIDERED MINIMUM DEPTHS INTO THE UP TO 3-FOOT WALL SECTION AAjAAj/AAj�AAjj�jAAj�\j` <br /> SLOPE (PERPENDICULAR TO THE WALL W4 (SCALE 3/8"=I'-O") <br /> FACE). BOULDER HEIGHTS MAY VARY. PROPOSED BOULDER WALL <br /> 4 UP TO 6-FOOT WALL SECTION <br /> W�+ (SCALE 3/8"=1'-0') <br /> TOPSOIL <br /> 12-INCH 18-INCH 24-INCH <br /> TOPSOIL <br /> 24-INCH <br /> 12- CH /��/i�`i`�i i�`�i�ii`�i�`ii�`ii�`i����i``i`i���i��T`�i/i1 <br /> /i � / BOULDER <br /> BwOULDER <br /> I8-INCH \/AA% 1 <br /> % AA/` VA/AA/AA/AA/AA/AA/� <br /> BOULDER MIRAFI TYPE 140N'\/j \\/ � <br /> 36-INCH 30-INCH I0o (OR EQUAL) //� 30-INCH MIRAFI TYPE 140N; <br /> BOULDER BOULDER MIN. p4-INCH SVA/AA/A�%AA/AA/� 10° BOULDER VAj�(OR EQUAL) <br /> // // //' / // // M I N. /V//V//V /V/i <br /> 5'-0' BOULDER VAAA//AA/�A//AAA/j 7'-0' j//j//j//j//j//j// <br /> \jAAjAAAj/ 30-INCH VAjAAjAAjAAjAAjAA/' <br /> V/SAA/�/V//VAA! BOULDER /VA//VA//VA//VA//VA//VAS <br /> PROPOSED BOULDER WALL 30-INCH \/i,//iI /\ ; </ <br /> ,�\ BOULDER 12' MINIMUM OF; \\`\\,`\\,`\\,`\\\� <br /> BOULDER DESIGNATIONS 1 -0. ///'/ /FREE-DRAINING/ 12" MINIMUM OF/ <br /> (MIN) ;AA V ` FREE-DRAININGVA <br /> W4 (NOT TO SCALE) \ \ /-AGGREGATE 36-INCH <br /> \\\\\\\\\\\\\\\\\\\\\\\\ \\ \\i /..- AGGREGATE / <br /> // ///,// / / / / / / / BOULDER <br /> I'-0' SAA SAA VA\SAA SAA SAA <br /> (MIN) / // // <br /> \ <br /> PROPOSED BOULDER WALLVAVA/AA��A/�A; <br /> 3 UP TO 5-FOOT WALL SECTION / <br /> W4 (SCALE 3/8'=I'-0') <br /> PROPOSED BOULDER WALL <br /> 5 UP TO 7-FOOT WALL SECTION <br /> W[+ (SCALE 3/8"W-01 <br /> PROPOSED BOULDER RETAINING WALLS SCALE: i i SHEET: �� OF: 4 CLIENT: <br /> Vickery Engineering Consulting, LLC MINNESOTA GREEN, INC. <br /> WILLOW HILL GUEST RESIDENCE AS VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR <br /> 14441 Village Woods Drive 500 WILLOW DRIVE SOUTH, ORONO, MN I-INCH. IF IT DOESN'T, ADJUST REPORT WAS PR RED Y ME OR R MXPFESSIONAL ECT <br /> E-den Prairie, MN 55347 SECTIONS AND DETAILS SHOWN SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED <br /> rhone: 952-465-8272 ENGINEER D R A S HE ST NESOTA. <br /> REV. NO: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 <br /> www.v[cLer,geng.com DRAWN BY: RWV <br /> REVIEWED BY: VEC RONALD CKE <br /> ©201 7 Vickery rnvineering&Consultin¢„LLC <br /> DATE: 1/8/17 DATE: I/8/ REG. No.: 24065 <br />