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W4 <br />4 <br />W4 <br />W4 <br />88� <br />C <br />:J <br />I <br />- <br />- C fiOP O� ALL <br />�88 <br />87-- <br />+ <br />�GRADE-BE-NWALL <br />+ <br />-87 <br />86 r <br />EL=86.00 I <br />T <br />L <br />] 86 <br />�+ <br />�+ <br />A <br />85� � <br />C <br />� MR-2 ] <br />I �1R-� <br />MR�2 <br />I <br />4 R-2 <br />C <br />�85 <br />84--+ - <br />-- - - - -/ <br />�84 <br />-MR-2 -1 <br />- -MR-2- <br />-Mfg-2 <br />+ <br />82 - �1 <br />C <br />20- T <br />2 20- <br />- <br />2fl- <br />- L <br />] <br />�82 <br />-t R-2 -1 <br />-1 R-2- <br />- <br />R-2 <br />80F <br />1 <br />- <br />I <br />] <br />1 80 <br />2-0--]+20 <br />A <br />79�C <br />7 8- - <br />77-�I <br />F I N I �D-GRADS AEI <br />o <br />O <br />t <br />LO <br />CD <br />t <br />o <br />— <br />t <br />O <br />O <br />C) <br />Q <br />(n <br />Q <br />(n <br />Q <br />(n <br />NOTES <br />EL=78. 0 <br />� <br />] <br />T-7 9 <br />+�78 <br />��B-ASE-Of�ALt]t-77 <br />LO <br />t <br />o <br />CV <br />t <br />LO <br />(V <br />t <br />o LO <br />ND ND <br />t t <br />o <br />t <br />LO <br />t <br />O <br />O <br />O <br />O O <br />O <br />C7 <br />Q <br />Q <br />Q <br />Q Q <br />Q <br />Q <br />(n <br />(n <br />(n <br />(n (n <br />(n <br />(n <br />TIMBER WALL REPLACEMENT - ELEVATION VIEW <br />LOWER WALL (MAXIMUM BEARING PRESSURE = 1,000 PSF <br />(SCALE: I"=5'-0") <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 />VicLer� E_ngineering 6, Consulting, LLC <br />i 49-4 i Village Woods ]give <br />r jen Prairie, MN 55347 <br />Phone: 952-465-8272 <br />www.vicLer,geng.com <br />ZOZ2 Uic�.cery �n',ineerm8 & Consu1tin', LLC <br />PROPOSED TIMBER RETAINING WALLS <br />1354 REST POINT CIRCLE <br />MOUND, MINNESOTA <br />WALL ELEVATION VIEWS <br />REV] DATE: I DESCRIPTION: <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: ^ OF: CLIENT: <br />L 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 A DU LICE SEOFESSIONAL <br />ENGINEER D�R A Sp HE ST E MINNESOTA. <br />RONALD CKE `GrP <br />DATE: 6/4/ REG. NO.: 24065 <br />