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�I 4 <br />W4 / W4 <br />96---Fr� <br />95F-----_C <br />-------- <br />--- <br />-- <br />L <br />-_---- <br />_ OFF-NALrt- <br />--------95 <br />L <br />— <br />94 <br />— — — — — <br />E+94.00 <br />—�- <br />—-------r96 <br />� <br />--- <br />94 <br />93 <br />-- <br />- - - - <br />MR-3 - <br />- - - <br />------ <br />- - <br />I <br />�-- <br />-------93 <br />-MR <br />F <br />-----� <br />■---------- <br />— <br />----9292 <br />L <br />- <br />91--E <br />-I -- <br />-------5----- <br />---t5- <br />----� <br />90-+-- <br />---C <br />-- <br />---- <br />-MR-3-- <br />------I------C-----]- <br />------FAR-3----- <br />----T91 <br />89---- <br />88—E---- <br />-C <br />-I - <br />----- <br />rT~--- <br />---L89 <br />tC <br />MR-3 - <br />------I <br />R-3-----C-- <br />R-�]�-3 --T88 <br />87-- - <br />- - - - - <br />- <br />--+-87 <br />86�------C\ <br />-15--- <br />- - - <br />- - - 15 ------ <br />F ---t5- <br />-t5 --L86 <br />85--E------C--F®ISFM <br />�.. <br />E -85.50 <br />C-L GRAM :A-E EEA <br />C B_A§tZ:6 IVAt�-T85 <br />84-+------ <br />----- <br />------+------ <br />----- <br />------�84 <br />IO <br />O <br />to <br />O <br />O <br />LO <br />O <br />N <br />Ln <br />N <br />O <br />N0 <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />cn <br />c <br />c/) <br />c/) <br />c/) <br />TIMBER WALL REPLACEMENT - ELEVATION VIEW <br />MIDDLE WALL (MAXIMUM BEARING PRESSURE = 1.000 PSF <br />(SCALE: I"=5'-0") <br />NOTES <br />LOCATIONS OF CORNERS SHOWN ARE <br />APPROXIMATE AND SHOULD BE VERIFIED <br />IN THE FIELD DURING CONSTRUCTION. <br />2. A TEMPORARY BENCHMARK WAS USED <br />FOR THE DESIGN OF THE RETAINING <br />WALLS. THAT BENCHMARK WAS THE TOP <br />OF THE EXISTING UPPER WALL, ASSUMED <br />100.0. ALL ELEVATIONS SHOWN ARE <br />BASED ON THAT BENCHMARK. <br />vic6r,q E_nginccring & Consulting, LLC <br />i 444 i Village Woods ]rive <br />E-clen Prairie, MN 55347 <br />Phone: 952-465-8272 <br />www.vicLer,geng.com <br />O 2022 Vickery Engineering & Consulting, LLC <br />I 4 <br />W4 W4 <br />102---F-----]--- <br />—�AD�BE#IP4DAL�— -- <br />------I <br />—TDB-0TI02 <br />101---4 <br />�--- <br />--+------�--- <br />—------+ <br />----------�101 <br />100 <br />— — — — — — — — <br />-- — — — — — E=100.00 — <br />— ------ <br />------ <br />-----�100 <br />99—� <br />— — — — — <br />---]--- <br />— — + — — — — — — <br />--I------C----- <br />------I------I <br />----T99 <br />98--+-��--�--- <br />�1R-$------�f�Rr3- --- <br />----MR-3-+----- <br />----_-+-98 <br />97�--- <br />�]_-- <br />----� -- <br />-to - TO♦- <br />--+----------- <br />--� <br />------+------�-- <br />I~_��-- <br />` ---�97 <br />--� <br />96--E:----- <br />�1R_T3------CF�3--- <br />---�1�-3 <br />I-----R-3-- <br />-T96 <br />95--� --------_� <br />�� <br />-��— <br />+f-----�95 <br />94------I--� <br />------ <br />- --- <br />---- <br />- ------ <br />94 <br />- <br />— — — — — -- <br />E =93.50 <br />I---- <br />93--E:-----I------I------I----- <br />------I- <br />- --C-- --T93 <br />92-� -----------L�IlSHE0.GRADEFAT-BASE <br />--------+---BASE-O�AIAL�--�92 <br />91- f <br />------f <br />I <br />------F----- <br />------ <br />f <br />r <br />:91 <br />O <br />O <br />Lc) <br />O <br />o I,n <br />o <br />N <br />in <br />N <br />O <br />N0 <br />Lc) <br />N0 <br />O <br />O <br />O O <br />O <br />(Z> <br />O <br />O <br />Q <br />Q <br />Q Q <br />Q <br />Q <br />Q <br />Q <br />c/) <br />c/) <br />c/) c/) <br />cn <br />cn <br />cn <br />cn <br />PROPOSED TIMBER RETAINING WALLS <br />1354 REST POINT CIRCLE <br />MOUND, MINNESOTA <br />WALL ELEVATION VIEWS <br />REV] DATE: I DESCRIPTION: <br />TIMBER WALL REPLACEMENT - ELEVATION VIEW <br />UPPER WALL (MAXIMUM BEARING PRESSURE = 1,000 PSF <br />(SCALE: I"=5'-0") <br />KALE: <br />5 2.5 0 5 10 <br />SCALE: I" = 5' <br />VEC PROJECT No: VEC 21-230 <br />DRAWN BY: VEC <br />REVIEWED BY: RWV <br />DATE: 6/4/2022 <br />LEGEND <br />X - DETAIL NUMBER <br />WX - SHEET NUMBER <br />X <br />X - INDICATES LOCATION OF SECTION CUT <br />I <br />- INDICATES APPROXIMATE LOCATION <br />W4 OF 90-DEGREE CORNER <br />SHEET: W OF: CLIENT: <br />VV BOULDER CREATIONS UNLIMITE <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR <br />REPORT WAS PR ARE BY ME OR ER MY DIRECT <br />SUPERVISION A H I A DU LICE SVDOFESSIONAL <br />ENGINEER Dgi R A S,0/ HE ST EINNESOTA. <br />r RONALD CKE <br />DATE: 6/4/ REG. NO.: 24065 <br />