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00 <br />N <br />N <br />2 <br />W10 <br />956 <br />GRAIhE BEHIND WALL <br />956 <br />955 <br />-----1------4-------k <br />-------------955 <br />954 <br />I I 954 <br />------ <br />I <br />------------ <br />I I <br />953 <br />— — — --I OP-OfF-VAf-L- <br />— --- <br />fi------I------- <br />r---953 <br />952--4-- <br />-k -------I-------952 <br />\I <br />951 <br />---- <br />—------------ <br />951 <br />950� <br />W <br />BASE ":1 <br />7 <br />LL <br />FINISHED RADE AT BAS <br />�950 <br />949 <br />--- <br />------ <br />------------ <br />949 <br />o <br />O <br />U-) o_ <br />O <br />Un o <br />— N <br />Ln <br />N <br />O <br />O O <br />O O <br />O <br />Q <br />Q <br />N <br />c/) <br />c/) <br />BOULDER WALL - ELEVATION VIEW <br />WALL 5 (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: 952-465-8272 <br />www.vickeryeng.com <br />ZOZ5 Vickery Engineering & Consulting, LLC, <br />3 j 4 ) Z 3 ) � 2 <br />W I O WIO W10 W10 <br />962 <br />-- -- <br />I-- <br />-- <br />-- -- <br />—r �OP��----- <br />962 <br />961 <br />-- --- <br />I------ <br />---- <br />— — WALL --------�961 <br />960 <br />— — — — -- <br />1 <br />------ <br />1 960 <br />959 <br />___-- <br />—SBADE <br />---- <br />— --- <br />------ <br />959 <br />958 <br />— — — — <br />I-- <br />_BEHIND <br />957 <br />--- — <br />1---- <br />WALL—---1------�958 <br />--tom L-----1------ <br />1 957 <br />956 <br />— --- <br />1 <br />—j�7 �— &S���WA�L---956 <br />955 <br />— ---;;;1 <br />— -------------------I------ <br />955 <br />954 <br />----1------L------L------1------ <br />1 954 <br />FINISHED GRADE AT BASE <br />1 <br />1 <br />953 <br />------I------7------r------I------- <br />T­953 <br />952 <br />---- <br />------I----------------------I------- <br />�--952 <br />951 <br />— — — — — --- <br />-- — ----- -- <br />F951 <br />o <br />O <br />�n <br />O <br />o �n o <br />— — N <br />Ln <br />N <br />O <br />O <br />O O O <br />O <br />Q <br />Q Q Q <br />Q <br />N <br />c/) <br />c/) <br />BOULDER WALL - ELEVATION VIEW <br />WALL 6 (MAXIMUM BEARING PRESSURE = 1,500 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: CLIENT: <br />W 7 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 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 />