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o °» < �p C O U) N m N N 0 N <• L.1 CL m � c 3 N_ D m m C. �0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 GRADING TRASITION (TYP) TOP OF WALL EL 194.0 TOP OF WALL EL 196.0 EG @ GRAVEL BACKFILL EG OF (a� FACE WALL SPREADER TOP OF WALL BOARD EL 194.0 TOP OF WALL -----—' EL 192.0 _ _ -- --- - (BOTTOM OF WALL) FG (BOTTOM EXPOSED WALL) OF GRADE OF & TOP BOARD DISPERSION TRENCH PILING DESIGN LOCATION (TYP) GEOTECHNICAL STRUCTURAL ENGINEER AND PER & (TYP) FG FG (BOTTOM EXPOSED OF WALL) EXPOSED 200 190 w UL 0+00 0+10+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 0 0 10 5 0 10 20 PROFILE @ FACE OF WALL SEE BAR SCALE (TYP) SCALE IN FEET 0+58 0+50 0+40 0+30 0+20 0+10 0+00_ 200 190 180 O LU w D a 3 O W X W O Q W LL 3.5' HIGH PEDESTRIAN HANDRAIL ION DR U Z ( NCH Ir 1 IWi --- \\ 0 `EG FG 0+58 0+50 0+40 0+30 0+20 0+10 0+00 GRADING SECTION B-B &B-BSEE BAR SCALE (TYP) 0+49 0+40 0+30 0+20 0+10 0+00 O F a J 3 LU a W LL 3.5' HIGH PEDESTRIAN _ HANDRAIL DISPERSION TRENCH Z ILL FG ` a O [EG 205 200 2 195 190 1 185 180 1 0+49 0+40 0+30 0+20 0+10 0+00 GRADING SECTION C-C C-C SEE BAR SCALE (TYP) CO3 0+65 0+60 0+50 0+40 0+30 0+20 0+10 0+00� a 3 W W w 0 a W IZ 3.5' HIGH PEDESTRIAN HANDRAIL DISPERSION TRENCH Z ILL U rEG r O —1-- , a � FG �0+65 0+60 0+50 0+40 0+30 0+20 0+10 0+00 GRADING SECTION A -A A -A SEE BAR SCALE (TYP) CO3 0+38 0+30 0+20 0+10 0+00 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+69 200 190 180 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+69 GRADING SECTION D-D D-D GRADING SECTION E-E E-E SEE BAR SCALE (TYP) CO3 SEE BAR SCALE (TYP) CO3 200 195 190 185 180 W U a LL of 3.5' HIGH PEDESTRIAN HANDRAIL FG z LL —\ DISPERSION rIEG a TRENCH 1 — _ — _ 0 \� --_— FG U+IU U+ZU U+3U U+4U U+CU U+OU U+/U U+t$U U+yU "I+UU "I+'IU "I+ZU 1+ —IH--- II —t"- 0+10 0+20 0+30 0+40 0+50 0+60 PROFILE @ FENCE SEE BAR SCALE (TYP) TREATED POST (TYP) 26 200 190 26 0 mW w. �wW - z O b0Uh > OZ ozUz W �2o�z it Oomo¢ w WNUU 1oz w c UH'>O� UWmrm m �izo U Q w F a a ° �a W 6 W z J 2 0 o g 0o y 3 op C U M M 3 N 00 O D, Q 3 'd o — v o y 5 > > _ Z it — 0 � o K nNi v�� ALL 811 2 BUSINESS DAYS BEFORE YOU DIG U��/ONAL E�G�� BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &IOR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. U) 5 I- LLI (If w W J_ > V% 1n O Q 2 O J_ LL CND W W rn CNO 6, o NO wof d L) 04 W W W Z O cc W 04 Q W W Z W 6 Z N w W 0 rY PROJ. MANAGER: DO DESIGNED BY: SO DRAWN BY: GR CHECKED BY: DO SCALE: ASSHOWN DATE: 6/16/2023 REV. I SHEET 7 OF SHEET NUMBER C04