Laserfiche WebLink
M <br />N <br />O <br />N <br />(0 <br />1 <br />W <br />i <br />h <br />0 <br />D- <br />(M <br />O <br />N <br />qql <br />U <br />L <br />Q <br />a) <br />N <br />O <br />N <br />N <br />0 <br />Q <br />U <br />C <br />() <br />E <br />U <br />O <br />C <br />O <br />E <br />O <br />v <br />a) <br />U <br />O <br />06 <br />1` <br />O <br />cli <br />CA <br />N <br />Q. <br />a) <br />3 <br />cn <br />L- <br />a) <br />co <br />W <br />J <br />u- <br />z <br />00 �? <br />a � m <br />ifl O <br />m 7.1 N <br />13.11 <br />I ; <br />I I 1 <br />I <br />15.0 <br />I ' <br />1 <br />1 <br />I <br />I <br />82.99 <br />I <br />r�\76.44 <br />SECTION A <br />SCALE: 1"=10' <br />m d <br />� 5.0 4.0 w 1.0 <br />F.F.EL.=89.0 88.5 <br />87.5 86 <br />PROP. CONC. SIDEWALK, Z /j I <br />W / THICKENED EDGE ,; <br />4HAV MAX. <br />PROP. 6' HT <br />DECORATIVE FENCE <br />EX. GRADI <br />SECTION B <br />22A <br />FILL = 1.8 S.F. <br />PROP. RETENTION <br />4H:1 V MAX. <br />CUT = 79.27 S.F. <br />EX. GRADE <br />12.0 , 4.7 , 12.0 <br />25.0 <br />PROP. 6' HT <br />DECORATIVE FENCE <br />_ FLOOD PLAIN _ <br />(24.90') 82.0 <br />T 8187 FILL = 176.45 S.F. <br />FILL=178.25 S.F. <br />77• 77.0 4H:1V MAX. CUT=79.27 S.F. <br />5.0 1 5.0 <br />F.F.EL. 89.0 <br />EXIST. GRADE PROP. CONC. <br />SIDEWALK <br />SCALE: 1"=10' <br />0 1.0 7a 7 m n <br />SECTION C <br />SCALE: 1 "=10' <br />mm <br />00 <br />00 <br />00 <br />00 <br />zz <br />ffiffiu.. <br />00 <br />vv <br />J N N <br />� Vj <br />m 24.0 12.0 00 <br />15.0 cQ" 20.0 33.4 20.0 10.0 ASPHALT ROAD LOADING AREA 5.0 5.0 m m <br />mx <br />11.0 PROP. RETAINING WALL PROP. CONC. <br />i I SIDEWALK -� F.F.EL. <br />87.8 87.1 <br />I I � <br />-FLOOD PLAIN 84.5 <br />81-56 81.63 - 82.0 i (24.90') 82.0 <br />CIz I _ I - ._ LJ -- <br />/ C /�j/ / �C /��� �- 81.63 PROP. 6' HT <br />FILL = 3.05 S.F. / / 77.0 / / BOTTOM C / / 77•0 / DECORATIVE FENCE <br />4HAV MAX. 4HAV MAX. <br />CUT = 240.45 S.F. FILL=152.99 S.F. <br />EXIST. GRADE CUT=240.45 S.F. <br />SECTION E <br />SCALE: 1"=10' <br />00 <br />00 <br />00 <br />N N <br />d C6 00 <br />z Z <br />m m m <br />DX <br />11.0 15.0 c' 20.0 1 19.3 33.2 m 10.9 <br />i <br />I <br />I <br />i <br />i <br />I <br />, I <br />FLOOD PLAIN 84. 7 <br />%81.56 82.81 (24.90') 7- / <br />4HAV MAX 82.0 ' / / / �� / / / 82.0 <br />4H:1 V MAX. 77 0 // 77 0 EXIST. GRADE FILL=152.99 S.F. <br />CUT=240.45 S.F. <br />CUT = 403.89 S.F. 4HAV MAX. <br />SECTION F <br />SCALE: 1"=10' <br />FILL = 149.94 S.F. <br />35.7 <br />PROP. CONC. <br />PROP. RETAINING WALL SIDEWALK <br />5.0 , 5.0 <br />82.92 <br />7_7 87.47 87.7 88.0 88.10 88.50 F.F.EL. 89.0 <br />8574 <br />PROP. 6' HT <br />DECORATIVE FENCE <br />J <br />� r <br />Z <br />16.8 25.0 20.0 5.0 1 14.5 <br />00 <br />00 <br />ASPHALT DRIVE <br />LOADING AREA <br />FOUNDATION <br />00 <br />N N <br />PLANTING <br />I <br />m <br />ui <br />m m <br />I <br />J <br />m <br />D X <br />89 29t i <br />M.E.1 <br />8 88.8 <br />88.2 <br />88.5 <br />15.0 <br />F.F.EL.=89.0 <br />N <br />28.4 <br />12.0 4.7 12.0 m <br />25.0 10.0 <br />c 86.89t .6 88.0 <br />M.E. / 86.69 i, Y/\r% //\�//X�//\xX x;' // / % /' i i//�//\\//�\//\\//\\//\\//�\//\\/ //\� <br />/ / ' / % /\�/\//\ \//�/ \ !' /\/\/\/ /\/\/\/\!\ \/\/\/\/\/\ . \/, /,\/\/\/,\/.\ \/\ \/' 87.15 ' <br />' <br />' <br />PROP. 6' HT <br />F.F.EL. 89.0 <br />\/.. <br />, %%i / /i,./i /\�//�jj\�j\/\�/i\�//\�/\ PROP. CONC. /\��/\� <br />// /ACC\//��/\\'/\\//\\//\\//\\/ ��/C� C;/C//\�//\�//\�\\\ <br />DECORATIVE FENCE <br />�8477 <br />EX. GRADE : \ \' \ \/C� ��/C/\�/� \` I <br />.� �\ <br />/\ /\/\, \\,\\/\ PROP. HEADER\\ /\\ \/��; SIDEWALK \\ - _ 85.27 i <br />/ / / / / / i \ \ \ \. <br />\ v \ \ <br />4H:1V MAX. \ � \ .; CURB � \ \ \ \ \ <br />MAX., \/\�\/\, /\/ ,/\�\/\/\, CU �\, \/�`/ /\/,\/\/ /\//\/\� /\/\/ /\y\/\//\/\/\/\/\/\/\/\/ I <br />85.82t <br />M.E. <br />- <br />�.- _ FLOOD PLAIN <br />/`\/ \/\\ j \j l\/\\j/\`//\�, 79 <br />PROP. 6 HT !CCU\\�`: C\//\\//\CC�C �� ��C\\\�`\!\\C\C��\\�/�\!\\\\\\\\<\\ \\ \\\,�\<\\� <br />(24.90') - <br />- T l <br />i\ / /\/ /\/\ \/ / / / / ,/ ! / / / / / r / ./ / ,/ / / / / / <br />DECORATIVE FENCE/i�/\\\\\//\//\/\�'\//��\/\!/�i�/%��"\//. !/ //\//. //\//\/ .r i,/• /,\�/\�\//\//\\/ EXIST. GRADE <br />4H:1V MAX. <br />/ <br />/ ' / �C/ <br />EXIST. GRADE <br />4H:1V MAX. <br />CUT = 5.40 S.F. <br />FILL=O S.F. <br />PROP. RETENTION <br />77.0 77.0 4H:1 V MAX. <br />CUT=194.61 S.F. <br />4H:1 V MAX. <br />- --- <br />SECTION D <br />CUT = 189.21 S.F. <br />SCALE: 1 "=10' <br />SECTION G <br />SCALE: 1 "=10' <br />GRADING LEGEND <br />10 ZI_' EXISTING GRADE <br />I PROPOSED STORM INLET <br />21.56 PROPOSED SPOT ELEVATION <br />.06 P PROPOSED EDGE OF PAVEMENT ELEVATION <br />8.56 TOC PROPOSED TOP OF CURB ELEVATION <br />�N f, PROPOSED DRAINAGE PATTERN <br />o PROPOSED STORM DRAIN PIPE <br />v <br />n11 E <br />0 �L,/ <br />U <br />m <br />■ .�.. N <br />U <br />O <br />L /� l Lu <br />V) ~� <br />m <br />w <br />Um <br />N (3) <br />' V M <br />60 <br />4-J ILL <br />a� <br />O 00 Nm <br />N N <br />O2 <br />N Oh > <br />L N 0) <br />N <br />w N <br />r/ / z M <br />O� <br />` 5 W - 4,1 <br />�. No.74145 <br />• •4 <br />81`ATE OF � <br />U <br />H <br />z <br />w <br />0 <br />U <br />w <br />H <br />a <br />O <br />w <br />0 <br />m <br />J <br />b <br />U <br />a <br />N <br />rWn <br />V <br />� <br />m <br />Ocr <br />0 <br />w <br />rU) <br />v, <br />J <br />J_ <br />m <br />� <br />0 <br />0- <br />W <br />N <br />N <br />'T <br />M <br />(`) <br />Q <br />J <br />J 07 <br />m J <br />J <br />� <br />OM= <br />Q <br />O <br />TO <br />mo <br />mtoN <br />a <br />�w <br />�na <br />�� <br />o <br />PROJ. NO. <br />21-2420 <br />DATE <br />10-21-2022 <br />SHEET NO. <br />C-4A <br />�a <br />A <br />