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E< <br />m GI <br />Nn <br />V <br />48.3° <br />10 5 0 10 20 <br />SCALE IN FEET <br />KEY NOTES: <br />DETAIU <br />KEY <br />NOTE: <br />SHEET <br />O <br />6' HIGH WOOD FENCE <br />C/C05 <br />15 LF x 2' WIDE x 2' DEEP <br />Oz <br />DISPERSION TRENCH W/ <br />D/C05 <br />LEVEL GRADE BOARD <br />57 LF x 2' WIDE x 2' DEEP <br />O <br />DISPERSION TRENCH W/ <br />D/C05 <br />LEVEL GRADE BOARD <br />44LFx2'WIDEx2'DEEP <br />O <br />DISPERSION TRENCH W/ <br />D/C05 <br />LEVEL GRADE BOARD <br />PROPOSED STRUCTURAL <br />O <br />WALL. SEE STRUCTURAL <br />ENGINEERING PLANS <br />O <br />GRADE BREAK (TYP) <br />O3.5' <br />HIGH PEDESTRIAN HAND <br />RAIL <br />LEGEND: <br />EXISTING CONCRETE <br />EXISTING ROCK PAVER WALKWA <br />GRADING QUANTITY ESTIMATE: <br />TOTAL: <br />CUT: 105 CY'S <br />FILL: 45 CY's <br />GRADING QUANTITIES GENERATED USING CIVIL 3D <br />SOFTWARE TO COMPARE TRIANGULATED <br />IRREGULAR NETWORKS (TINS). ALL EXCESS CUT <br />MATERIAL WILL BE REMOVED, OR SPREAD ON SITE <br />PER THESE GRADING PLANS. IMPORT OF <br />BACKFILL MATERIALS ARE EXPECTED AND SHALL <br />BE TRANSPORTED TO THE SITE. <br />VOLUMES ARE FOR PERMIT ONLY. CONTRACTOR <br />SHALL PROVIDE INDEPENDENT TAKEOFF FOR <br />BIDDING. <br />Y <br />"gnrg, <br />t <br />T���Cn4Y <br />\ \ <br />tiG�l9�os' <br />/%I-- <br />R> 0 R <br />O <br />/ <br />\\ JOPW 192.00 <br />�7 <br />!_ <br />EG 191.23._- <br />TOPW 194.00 <br />7 / <br />TOPW 194.00/ <br />' <br />EG 187.56 -�� <br />TOPW Gi6.00 <br />EG 196 34 <br />TOPW 196.00 <br />2 <br />\ <br />FG 190.00 <br />9 <br />FG 192.00 <br />FG 19200 <br />\ <br />6 <br />1 <br />p <br />0 <br />r� G 187.57 <br />PROPOSED DISPERSION TRENCH <br />l <br />0 PROPOSED FENCE \ \ 3 <br />\ \\ FG 192.00 a l <br />PROPOSED HANDRAIL \\ \\ \ \\ \\\ s\ \ \\ <br />v7,, \XEG189.00 <br />------ GRADE BREAK \ \\ \ \a \\ \ <br />-----I <br />GRADING TRANSITION AREA\! <br />..- VVVttt <br />\ \ \ \ \\ \\ \ \\ \ 7>7,6 \ \\ \ § . <br />\ \ \\ \\ \\ \\ \\ \\ \\ \7,2`A\\ \\\ \\ \\ \ \/ \\\ \\\EG 188.60 1 78 O�^mob FG 192A <br />\7196\ , y <br />\ \\ \\ \\ \\ \\ \\ \\ \\ \\ O \\ \\\ \\ \\ \\rq, \\ \\ \ B6 FG 190 <br />V <br />°FCT <br />HOUSE #2702 <br />FF=199.3' <br />-EG 196.85 <br />-EG 196.20 15 <br />-EG 196.13 <br />DPW 196.00 <br />9T <br />\ O <br />5 <br />POSED <br />> IGATIOa I INF <br />TOPW 196.00- <br />EG 195.90 <br />TOPW 194.00 <br />I < <br />I \ \ \ \ \\ \ \ \ \\ \\ \\ \\ \ \ \\ \yO�EG 188.00 <br />\\ <br />��\ <br />6 \ \ I \ \ 1 <br />\ \ \\gym L <br />I I I \ \ \ \ l \ \ \ \ \ \ \ \ \ § \ \ <br />\ y <br />\ �°. <br />\ 10.00' <br />\ NC"09-E, <br />\ <br />G <br />mWW <br />z <br />\ <br />CUaz 'z <br />> <br />W <br />\ <br />� <br />NQ22° <br />wWw� <br />LL <br />rc�w� <br />a <br />o�Woz <br />a <br />U�)Om <br />U e�mF <br />m <br />wz3. <br />\ <br />�� <br />�oa3 <br />a a <br />\ <br />1 <br />IPA <br />\ <br />o <br />d <br />JQ a <br />W a <br />W <br />'0 <br />6\ \ <br />E \ <br />SDC RIM EL=16001 <br />RIM EL=194.0' <br />\ <br />z <br />0 <br />. .^ p <br />2 <br />0 <br />�tz <br />a\\�MENSICIS <br />DETAIL <br />a <br />o <br />\ <br />\ <br />M <br />� <br />CD <br />CD <br />\ <br />Q <br />0 3 <br />\ <br />O <br />N <br />V� <br />6 �TOPO EXTENTS <br />7gs <br />O\ EG 196.62 <br />n I <br />I EG96 1.42 <br />� <br />-FG 194.50 <br />I �TOPW 194.00 <br />188.80 <br />tFG 194.00 <br />EG 194.00 <br />192.00 <br />195.00 <br />195.00 <br />CALL 811 <br />D I <br />2 BUSINESS DAYS <br />10' BEFORE YOU DIG <br />NNOEROROUNO UTILIIV LOCATIONS ARE All -I <br />I �1L so <br />F nOy- <br />Q P� WA$yA. '9 4 <br />cr <br />m oy <br />lyagne by <br />I 5B1 oSOch P <br />2023 <br />2 -0] <br />PO��SSONAL <br />mc�) <br />BASE S, D G CANNOT <br />BPROVIDEDHELD <br />IA BY <br />III OTHERS. DCG CANNOT BE HELD LIABLE <br />I n1 C III FOR FIELD VERIFY GRADES, <br />CONTRACTOR SHALL <br />z II OTHER EX FEATU ES CONDIUTILITITIONS. <br />BALL <br />�'I f 111 OTHER IO FEARE NOT S SHI IONS. IF <br />I CONDITIONS ARE NOT AS SHOWN BIOS <br />I/� II\ PLANSCANNOT ACONSTRUCTED AS <br />C I SHOWN, CONTACT PRIOR TO <br />II CONSTRUCTION, <br />I � r 3 III <br />y <br />(/) 5 <br />Lu <br />o III <br />LL �W/ <br />I 2@ III I / Lu <br />J LL Q <br />I IIII I U) M U)M d <br />O 2 O LLJ <br />LU W op op Q <br />I 1 U) w a) LO a) Q <br />1 <br />I 10' ;II J w Q P1 Q Z <br />W f co <br />I U = ~ N F <br />/ II\II ❑ H W W LLI od <br />Q cq cq W Q LU Z <br />O LU Z Lu <br />Z❑ 6 <br />IA Z CV <br />W ❑ <br />❑ W <br />I J <br />cJ <br />PROD. MANAGER DO <br />/ DESIGNED BY: SO <br />I DRAWN BY: GR <br />CHECKED BY: DO <br />SCALE: ASSHOWN <br />DATE: REV. SHEET <br />I 3 7 <br />6/16/2023 OF <br />I 5 <br />SHEET NUMBER <br />CO3 <br />