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Iti <br />04 <br />04 <br />3 <br />2 3 WIO <br />WIO WIO <br />GRADE BEHIND_ <br />958 WALL - - - - - - - - - - - T �958 <br />949------I-------F------r - T__949 957 - ---1- ---- ------ fi------1------�957 <br />948------I---- --------I------�948 956 - - - - - - <br />--------------------�956 <br />-- T�o� JF---- <br />947 -1-- -IgLL----L------1------947 955 ---XT --- -- ------------1------ 1 955 <br />I I OF I I I <br />946 - - E- --------r------I------�946 954 --W1ALC rt------r------I------�954 <br />945� I--BEk�1NQ---- -----------------�945 953 - ----I- - ABASE OF WALE------------�953 <br />944�--� WA L-L------1------944 952 1- ----------4------1------ 1 952 <br />I I I I I I I I I I I <br />943--F-----r------------- T­943 951 1 -----t------r------1------- r---951 <br />-----� <br />942� - - - - ------ -�--F1NfSHf D�1 ADEATbXCSE----�942 950�- - - - - - - -- ftN HfD-GRADE- B*SE- - - -- 950 <br />941—�------- BASE OF W,LL-----t------------t941 949—r--- -----j------- - - - - - - - - - - - 949 <br />O Ln O Ln o Ln O Ln o Ln O Ln <br />O O — — N N O O — — (V N <br />+ + + + + + + + + + + + <br />O O O O O O O O O O O O <br />Q Q Q Q Q Q Q Q Q Q Q Q <br />BOULDER WALL - ELEVATION VIEW BOULDER WALL - ELEVATION VIEW <br />WALL 3 (MAXIMUM BEARING PRESSURE = 1,500 PSF) 2 WALL 4 (MAXIMUM BEARING PRESSURE = 1,500 PSF) <br />W6 (SCALE: I"=5'-0") W6 (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 />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 6 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 />