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I <br />4 <br />W4 / <br />W4 <br />96---Fr <br />95F-----_C L <br />OFF-NALrt- 95 <br />L94 <br />E+94.00 r96 <br />94 <br />93 <br />MR- <br />3 - I 93 <br />MR <br />F9292 L91-- <br />E I -- <br />5----- t5- 90-+-- <br />C <br />MR- <br />3-- I------ <br />C-----]- FAR- <br />3----- T91 <br />89---- <br />88β€” <br />E---- C <br />I - rT~--- L89 tC <br />MR-3 - I R-3-----C-- R-]-3 --T88 87-- - <br />87 86------ <br />C\ 15--- 15 ------ F ---t5- t5 --L86 85-- <br />E------C--F®ISFM E - <br />85.50 C- <br />LGRAM :A-E EEA C B_A§tZ:6 IVAt-T85 84-+------ <br />84 IO <br />O <br />to <br />O <br />O LO O N <br />Ln <br />N <br />O <br />N0 <br />O <br />O O O O O O Q <br />Q Q Q Q Q Q cn <br />c c/) c/) c/) TIMBER <br />WALL REPLACEMENT - ELEVATION VIEW MIDDLE <br />WALL (MAXIMUM BEARING PRESSURE = 1.000 PSF SCALE: <br />I"=5'-0") NOTES <br />LOCATIONS <br />OF CORNERS SHOWN ARE APPROXIMATE <br />AND SHOULD BE VERIFIED IN <br />THE FIELD DURING CONSTRUCTION. 2. <br />A TEMPORARY BENCHMARK WAS USED FOR <br />THE DESIGN OF THE RETAINING WALLS. <br />THAT BENCHMARK WAS THE TOP OF <br />THE EXISTING UPPER WALL, ASSUMED 100. <br />0. ALL ELEVATIONS SHOWN ARE BASED <br />ON THAT BENCHMARK. vic6r, <br />q E_nginccring & Consulting, LLC i <br />444 i Village Woods ]rive E- <br />clen Prairie, MN 55347 Phone: <br />952-465-8272 www. <br />vicLer,geng.com O <br />2022 Vickery Engineering & Consulting, LLC I <br />4 <br />W4 <br />W4 <br />102--- <br />F-----]--- AD BE#IP4DALβ€” -- I TDB-0TI02 101--- <br />4 101 100 <br />E=100.00 β€” 100 99β€” <br />I------C----- I------I T99 98--+------ <br />1R-$------f Rr3- --- MR-3-+----- 98 97--- <br />to - TO- I~_-- 97 96-- <br />E:----- 1R_T3------CF 3--- 1-3 I-----R-3-- T96 95-- --------_ <br />f-----95 94------ <br />I-- 94 E =93.50 I---- 93-- <br />E:-----I------I------I----- I- C-- --T93 92- ----------- <br />L IlSHE0.GRADEFAT-BASE BASE-O AIAL--92 91- <br />f f IF----- f r 91 O <br />O <br />Lc) <br />O <br />o I, <br />n <br />o N <br />in <br />N <br />O <br />N0 <br />Lc) <br />N0 <br />O <br />O O O O Z> O O Q <br />Q Q Q Q Q Q Q c/) <br />c/) c/) c/) cn cn cn cn PROPOSED <br />TIMBER RETAINING WALLS 1354 <br />REST POINT CIRCLE MOUND, <br />MINNESOTA WALL <br />ELEVATION VIEWS REV] <br />DATE: I DESCRIPTION: TIMBER <br />WALL REPLACEMENT - ELEVATION VIEW UPPER <br />WALL (MAXIMUM BEARING PRESSURE = 1,000 PSF SCALE: <br />I"=5'-0") KALE: <br />5 <br />2.5 0 5 10 SCALE: <br />I" = 5' VEC <br />PROJECT No: VEC 21-230 DRAWN <br />BY: VEC REVIEWED <br />BY: RWV DATE: <br />6/4/2022 LEGEND <br />X - <br />DETAIL <br />NUMBER WX - <br />SHEET NUMBER X <br />X - INDICATES <br />LOCATION OF SECTION CUT I <br />INDICATES <br />APPROXIMATE LOCATION W4 <br />OF 90-DEGREE CORNER SHEET: <br />W <br />OF: <br />CLIENT: VV <br />BOULDER CREATIONS UNLIMITE I <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR REPORT <br />WAS PR ARE BY ME OR ER MY DIRECT SUPERVISION <br />A H I A DU LICE SVDOFESSIONAL ENGINEER <br />Dgi R A S,0/ HE ST EINNESOTA. r <br />RONALD CKE DATE: <br />6/4/ REG. NO.: 24065