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1 <br /> 4!p <br /> 3 2 <br /> W4 W4 W4 <br /> 962---- T_ - -- -- - T-- -- � - --�- T -- --T 962 <br /> 961 - -+ - - --+- - -- - -- - -- �&ADEBEOIND-WALL- -- -- + - - ----- 961 <br /> 960 <br /> 959 - -- -- -- -- -- - - -- — - - -- -- ---- 959 <br /> - TOS- WALL T T -- - - T <br /> 958 -- - -- + -- - - -- -- --+---- - -+ - --A-- -- -- F7 -7- <br /> 958 <br /> 957 - -- J- L- -L - -T------IL - ------���� - ---L--957 <br /> 956 -- - -- - - --' -- -- -- T- - — - -- -T -- --F -- -T-956 LEGEND <br /> 7-- - -- - +- - -- 955 <br /> - -- -- L--- --L- -- �-954 <br /> - <br /> 954 — 7 1 FINISHED GRADE AT BASE D3S 10 -WALL- <br /> -- -- --- <br /> ------ ------ <br /> 953—r- -- �- --- T- - -- -T ----�------ <br /> T T T T � WX - INDICATES CROSS-SECTION TO <br /> 952 - - -- +- -- +- - -F - - - -- --+ -f- -- - -i ---- +- -- -�- --- 952 BE USED (SEE SHEET W4) <br /> 951 - -� -- -- I - -- I-- -- f - ---- - 951 <br /> o u� I o Ln IO Lo C> <br /> N <br /> O O N M M 1 1 <br /> + + + + t > O> t t + + <br /> O O O O O O O O O O <br /> Q Q Q Q Q Q Q Q Q Q Q <br /> N N y N N N N N N <br /> BOULDER WALL - ELEVATION VIEW <br /> LOWER WALL MAXIMUM BEARING PRESSURE = 2,000 PSF <br /> W3 (SCALE: 1"=6'-O") <br /> 4 2 <br /> W4 W4 <br /> 967 -- --i --T--- - - -- <br /> i-- -- <br /> 966 - - -- - - -- -- -- -- -- -- � NOTES <br /> 965 -GRADE—BEHIND-WALL - -- - - -- <br /> 964 -- - --- rt- - - TOP OF WALLI - -- - <br /> 963 - -- I- -- -- -- --1 -- 1) GRADES SHOWN ARE APPROXIMATE, AND MAY VARY IN THE FIELD AT THE TIME OF <br /> _ CONSTRUCTION. MINOR ADJUSTMENT OF THE TOP AND BOTTOM OF WALL ELEVATIONS IS <br /> 962 -- --BASE OF WALE - - I 1 PERMISSIBLE, PROVIDING THE CROSS-SECTIONS INDICATED ARE FOLLOWED. SEE SHEET W4 FOR <br /> 961 -- - ---- --- - CROSS-SECTION INFORMATION. <br /> -I- _ <br /> 960 - <br /> T_ _ _ _ GME <br /> __I BASE <br /> 2) MINIMUM EMBEDMENT IS SHOWN ON THE CROSS-SECTIONS. EXTRA EMBEDMENT IS ALLOWED IF <br /> 959 - -- -I FINISHED GRADE AT BASE <br /> 958—r - -I rt -- -fi -- - I-- -- NEEDED TO ACCOMODATE BOULDER SIZES. <br /> 957 - -- - -- - - -- -� <br /> - � } - - <br /> CD Lo <br /> O O N N N <br /> O O O O O O <br /> BOULDER WALL - ELEVATION VIEW <br /> Z UPPER WALL MAXIMUM BEARING PRESSURE = 2,000 PSF <br /> W3 (SCALE: I"=6'-O") <br /> PROPOSED BOULDER RETAINING WALLS SCALE: SHEET: OF: CLIENT: <br /> Vickery Engineering & Consulting, LLC W3 4 MINNESOTA GREEN, INC. <br /> WILLOW HILL GUEST RESIDENCE 6 3 0 6 12 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR <br /> 14441 Village N/oodsDrive 500 WILLOW DRIVE SOUTH, ORONO, MN = REPORT WAS PR RED Y ME OR R MY D ECT <br /> rden Prairie, MN 55347 <br /> SCALE: I 6 SUPERVISION A H A DUL ICE EDP FESSIONAL <br /> ��one: 952-465-8272 WALL ELEVATION VIEWS ENGINEER D R A S HE ST MINNESOTA. <br /> REV. NO: DATE: DESCRIPTION: VEC PROJECT N0: VEC 17-003 <br /> www.vicLer,geng.com DRAWN BY: RWV <br /> REVIEWED BY: VEC RONALD CKE <br /> 20I 7�/icice ry�nv,ineerin¢Jf consulting,LL�. <br /> 24065 <br /> DATE: 1/8/17 DATE: I/8/ REG. No.: <br />