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N <br />N <br />937 <br />936 <br />935 <br />934 <br />933 <br />932 <br />931 <br />WIO GO <WI0 <br />T T 7 T--- --� T 7-- ---� <br />------r-----r------r------r-- -------r------r-----r------r-----r-----r------r------r-----r-----r-937 <br />----------------------------------------------------- - - - - - -- - - - - - - - - - - - - - - - - - - - -- ---�--936 <br />-------------------------I----------- TOP_OF_LALLI------------ --- --------------- -------------I - 935 <br />------Ir----------rt------Ir----1-------- - - - -I- --- ------I - ---------r------r-----r------r---934 <br />930---d <br />O <br />O <br />LO <br />O <br />+ <br />O <br />+ <br />O <br />Q <br />Q <br />------ <br />- <br />-- - - <br />- - - <br />FINIS+EI�-CrRADE-,T-B-,SE-----�--- <br />--,------G-RARE$F-HMD-WALL-------------- <br />----�-933 <br />932 <br />— <br />931 <br />--� <br />— <br />- S�E6F <br />LZ---- <br />-- - - - - --------------------�930 <br />--+------�-- <br />- <br />------+--- <br />IO <br />------- <br />------+------ <br />IiO <br />- - <br />- - - <br />------+- <br />----�- <br />IO <br />- <br />- - - <br />- - - 929 <br />CD�O <br />+ <br />+ <br />O <br />CV <br />LO <br />CV <br />K) <br />LO O <br />O <br />LO <br />LO <br />LO O <br />�O <br />D <br />O <br />n <br />U-) <br />n <br />O <br />O <br />+ <br />O <br />+ <br />C. <br />+ <br />O <br />+ + <br />O O <br />+ <br />O <br />+ <br />O <br />+ + <br />O O <br />+ <br />O <br />+ <br />O <br />+ <br />O <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q Q <br />Q <br />Q <br />Q Q <br />Q <br />Q <br />Q <br />BOULDER WALL - ELEVATION VIEW <br />WALL I (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 />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 />WEST WALL ELEVATION VIEW <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: CLIENT: <br />W4 10 1 MR. 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 WUS,,01 <br />A DU LICE SEOFESSIONAL <br />ENGINEER D5(RHE ST E MINNESOTA. <br />REV: <br />DATE: <br />DESCRIPTION: <br />VEC PROJECT N0: <br />VEC 24-055 <br />3 <br />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 />