Laserfiche WebLink
to <br />N <br />N <br />4 <br />W10 <br />937 I 7 T 7 T------I-- --- <br />T9F OF --WALL <br />936— ----------- ------------1------ ------------I-----�936 <br />935 1 935 <br />934------1------ 1 ------ 1 ----A11E$EilN0.1ALLr---- 1------1-- --- 1 <br />------------rt------ fi--- fi------1-----�934 <br />933 --- FINIS�IED GRADE ABASE--------1------------�------I-----4_933 <br />932 I I I I I I I I 932 <br />931 <br />�931 <br />-----4— — - k -------I-------4------------------ 4_930 <br />929 BASE F WALL <br />-- — — — — — — — — — — — ----------------�—----�929 <br />o in o Ln <br />co 0o o0 0 0 Ln <br />O CD CD CD CD+ + + + <br />(�'­IBOULDER WALL - ELEVATION VIEW <br />WALL I (CONTINUED) <br />W5 (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 />WIO W10 <WI0 <br />946---� ----------7OPrOTWALE- <br />T <br />------- <br />----F-946 <br />945 <br />— — — — — — <br />— — <br />---rt------ <br />fi <br />-----1-- <br />----r--945 <br />944 1 <br />------� <br />-----I-- <br />---�944 <br />942 <br />\ <br />�— <br />-----BEHIND <br />— <br />dRADE <br />-- <br />— — <br />fi <br />----- <br />-- <br />1 <br />-- 1-- <br />— <br />— <br />— — 1 43 <br />— — - r---942 <br />941�---- <br />� <br />— -- I ALt----� <br />--- <br />—I-- <br />---�941 <br />940�----- <br />\ <br />— <br />— — 940 <br />939 BASE -OF-W _L <br />— —'� <br />1� <br />— <br />— — �939 <br />938�1 <br />FIN <br />SHE�GRAUF <br />T67�SF— <br />— ------I------- <br />k— 938 <br />937—T <br />— — — — — — <br />— — <br />— — — — <br />------�--- <br />— ---- <br />r-937 <br />o <br />O <br />Ln <br />O <br />O <br />— <br />U-) <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 2 (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 <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 />W5 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 />