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• <br /> MP <br /> 96-r BEHj51ff�q�i__ 96 102— 7 �i�ABB-BENlND-1�A6L I7-102 <br /> 95-� C —C TOP,OF7NRLtI 95 101-t -I + F -Ty=EDF-11CALL___�101 <br /> 94 F ~ wi w ~- H 4 100 1 T EIRE. V 7-100 <br /> L L T� ____ <br /> 93-+, ____I- 44R-y }}� ___4- -MR-5 <br /> A -93 99 L� 7 I C I C ___77-99 <br /> ----C- q-3-- C-- <br /> 92� f-- ■ L92 98-1---s• �_____R-R F-NR-.� -MR-}+ -1R _--_x-98 <br /> h- ---�'--17 -IIs- ---15 -1- ----H 1=-'--7---�,�—T♦ -■-7. — - ---� <br /> 91�-- C I C 7 7-91 97 - t0 y0` 10' 97 <br /> �- + C + <br /> 90-F___`_=C_iy_ -P�IR_3--____ -I - 96— ` � CMR5- {.(R-;,I Rey__ _7--96 <br /> 89-i ts' 4 n-----1511-7-i-=- ___LB9 95-1- -I- ---■+-- 4--II-----f�- --I-95 <br /> F---- h- + I- --I-- ---A -M7 I--10." iv-T RO <br /> BBQ---- --MR-3- --I-IN---_-__�- -MR-3D <br /> -3 __87 94 4- -I ' I ry.o�w I I �93 <br /> 86� -Ir 5` 15" -15" _�6 92 - �4MHEITGR3OE5trODS _- + aSt Bal:7-}92 <br /> F I-C -- -_1 S --a f F fi r <br /> 84� C F®C�QGRE�3L�SE___ C-1BA3-_-OF WALL--T84 91-r91 <br /> -I F 1 t -r :12. - <br /> + + i + N N In N N N N N <br /> Ata a a a a a <br /> N N N N N N <br /> TIMBER WALL REPLACEMENT-ELEVATION VIEW <br /> TIMBER WALL REPLACEMENT-ELEVATION VIEW <br /> ®MIDDLE WALL(MAXIMUM BEARING PRESSURE=1,000 PSF) <br /> ®UPPER WALL(MAXIMUM BEARING PRESSURE=1,000 PSF) <br /> (SCALE:P=5'-0') <br /> (SCALE:I'=5'-0') <br /> LEGEND <br /> NOTES © - DETAIL NUMBER <br /> ® - SHEET NUMBER <br /> I. LOCATIONS OF CORNERS SHOWN ARE <br /> APPROXIMATE AND SHOULD BE VERIFIED <br /> IN THE FIELD DURING CONSTRUCTION. ACk <br /> ® - INDICATES LOCATION OF SECTION CUT <br /> 2. A TEMPORARY BENCHMARK WAS USED <br /> FOR THE DESIGN OF THE RETAINING <br /> WALLS. THAT BENCHMARK WAS THE TOP AIEII <br /> OF THE EXISTING UPPER WALL,ASSUMED - INDICATES APPROXIMATE LOCATION <br /> 100.0. ALL ELEVATIONS SHOWN ARE ® OF 90-DEGREE CORNER <br /> BASED ON THAT BENCHMARK. <br /> Vickery Engineering t+Consulting, PROPOSED TIMBER RETAINING WALLS SCALE: SHEET: OF: /. CLIENT: <br /> y E s C g,LLCM 1354 REST POINT CIRCLE IMENNONNIW3 T BOULDER CREATIONS UNLIMITED <br /> 1+841 Village Wood.DM, MOUND, MINNESOTA 5 2.5 0 $ 10 I <br /> REPORT WASHEREBY IPR FY THAT THIS PIE OR SPEER IMY TIO ECT R <br /> EA.,'rr i�e,MN 3»+J WALL ELEVATION VIEWS SCALE: I'= 5' <br /> SUPERVISION A - A DU IC 'SED%'OFESSIONAL <br /> Phone 93z-t63a2J2 ENGINEjjAS. HE STr /MINNESOTA. <br /> REV: DATE: DESCRIPTION: VEC PROJECT NO VEC 21-230vw.vicLeryeng.com DRAWN BY: VEC �� <br /> .au V.4ry C••P v4Ca,.,4.y LLC REVIEWED BY: RWV R.Nµp, <br /> DATE: 6/4/2022 GEM 6/4/• REG.No: 24065 <br /> / <br /> • <br />