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0 <br />M <br />N <br />W10 �Wjo <br />939 <br />938 <br />�- <br />- - - - - - <br />--- T-O�DF-WA --- <br />� <br />------+-------------- <br />- - F <br />- ]- - - - -- <br />I- - - - -- <br />939 <br />938 <br />937 <br />936 <br />F-- <br />1 - -- 1------1 - - - <br />---�---- -q-RADA-BE­HtN-DrWAtC--- <br />- - 1------ <br />- - - - - - <br />937 <br />936 <br />935 <br />- - - - - - - <br />--- -- I------+------------ <br />- - - <br />935 <br />934 <br />- - - - - <br />-- ------------L-----� <br />— — <br />934 <br />J__-----�1- <br />932--------�--- <br />F4N�S4FE�-GRA$E+AT-BASE---�_BASE-OF-W. <br />LL_----+--932 <br />931--�----------- <br />---------- <br />- - - ---- <br />------t-931 <br />o Ln <br />O O <br />o Ln <br />— — <br />o <br />N <br />Ln o <br />N K0 <br />O O <br />O O <br />O <br />O O <br />Q Q <br />Q Q <br />Q <br />Q Q <br />BOULDER WALL - ELEVATION VIEW <br />WALL 8 (MAXIMUM BEARING PRESSURE = 1,500 PSF <br />(SCALE: I"=5'-0") <br />vicLer� Engineering & Consulting, LLC <br />Post office P5ox 86 <br />Grandy, MN 55029 <br />Phone: 952-+65-8272 <br />www.vickeryeng.com <br />ZOZ5 Vickery Engineering & Consulting, LLC, <br />2 <br />W10 <br />943 <br />-----IQPQF WA__ <br />GRADE BEHI D <br />-- <br />- r <br />1 <br />943 <br />942 <br />WA�L ----- <br />4-- <br />- <br />----------------942 <br />1 <br />941------ <br />---- <br />---L------1------ <br />941 <br />939 <br />------ -- <br />�_---------------939 <br />938 <br />-- <br />------L------1------ <br />FINISHED AT BASE <br />1 938 <br />937�---- <br />_ _I <br />BASE OF WALL <br />----------1- <br />- T - <br />- - <br />- - - 937 <br />936 <br />- - ---1 - - - - - - <br />-- <br />- - - - - - -- - - - - - <br />- I - - - <br />- - - 936 <br />-----------------------�935 <br />o <br />O <br />Ln <br />O <br />o <br />— <br />Ln <br />— <br />o <br />N <br />Ln <br />N <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 />BOULDER WALL - ELEVATION VIEW <br />WALL 9 (MAXIMUM BEARING PRESSURE = 500 PSF; <br />(SCALE: I"=5'-0") <br />LEGEND NOTES <br />X INDICATES CROSS-SECTION TO 1) GRADES SHOWN ARE APPROXIMATE, AND MAY VARY IN THE FIELD AT THE TIME <br />WX BE USED (SEE SHEET W10) OF CONSTRUCTION. MINOR ADJUSTMENT OF THE TOP AND BOTTOM OF WALL <br />ELEVATIONS IS PERMISSIBLE, PROVIDING THE CROSS -SECTIONS INDICATED ARE <br />FOLLOWED. SEE SHEET WIO FOR CROSS-SECTION INFORMATION. <br />PROPOSED BOULDER RETAINING WALLS <br />4745 NORTH SHORE DRIVE <br />ORONO, MINNESOTA <br />EAST WALL ELEVATION VIEW (CONTINUED <br />2) MINIMUM EMBEDMENT IS SHOWN ON THE CROSS -SECTIONS. EXTRA EMBEDMENT <br />IS ALLOWED IF NEEDED TO ACCOMMODATE BOULDER SIZES. <br />KALE: SHEET: �^ OF: I 0 CMRN MATT JASPER <br />5 2.5 0 5 10 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR <br />REPORT WAS PR ARE BY ME OR ER MY DIRECT <br />SCALE: 1" = 5' SUPERVISION.A H A DU LICE SEOFESSIONAL <br />ENGINEER DVR A Sp HE ST E MINNESOTA. <br />REV: <br />DATE: <br />DESCRIPTION: <br />VEC PROJECT N0: <br />VEC 24-055 <br />3 1 <br />6/17/2024 <br />PLANS REVISED BASED ON NEW SURVEY, DATE 6/17/2024 <br />1 <br />DRAWN BY: <br />VEC <br />4 <br />3/10/2025 <br />ADDED WALLS 7 & 8 <br />REVIEWED BY: <br />RWV <br />5 1 4/16/2025 1 ADDED WALL 9 <br />DATE: 1 4/15/2024 <br />RONALD CKE `GrP <br />DATE: 4/15/ REG. NO.: 24065 <br />