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HomeMy WebLinkAboutNCC221815_Site Plan or Location Map_20220511w W San. Sewer Manhole U Rim 919.92 ` Shelf 914.92 �\ C/L Inv 914.42 �\ W \\ � EXISTING EDGE OF S ASPHALT DRIVE �\ Yard Inlet Q \� Grate 930.85 Z \ Inv. In 925.20 \ Q ` Inv. Out 925.40 Invert measurements �\ field verified Z EXISTING INLET PROPOSED RESIDENCE �\ DRY DETENTION \ _ BASIN 3 RETAINING WALL CONCRETE PAVER COURT COU\ \)� o CONCRETE PAVER AU\G o BAND (TYPICAL) \ � o -j ` � p CONCRETE DRIVEWAY \\\ \\ /// `\ ' / / 1 I \ EXISTING OUTLET \ � \ ? 927 - O Inv. 907.03 \ o \\ �' 3'� 5 j0 926 \'' M CLUMP MANOLIA33 \ / ' G92 OLUMKI, % \nn Yard Inlet \ ,, RETAINING WALL,,,2``►►Grate 916.26\ \\\,��',92$J \ 924 211qS 35" CEDARThroat 915.22\ \\ / -o° � �IOLUMN/\Invert measure`\�-'�� � 0" ELM OI9 9 ` /\\accessible. Str\\ / AUTO COURT \/ EXISTING EDGE of debris\ / , \ / - /" CHERRY - _ELM\\�Q OF ASPHALT STEPS: 3-7" RISERS 0 LM /// \ �� /FF C�4" DAR 11 II / N, X0"EL RESIDENCE - /�� r \ f \ \ o_ / \ E(� i \ OPERTY LINE "��/1 1 PORCH / \ l O/ 24" GUM ° P� 018" CE��R �/- // 23 \/ i i \ �� \ 24",CEDAR \\ \ (9 2 / 92 i , / / a , / QO \ / N \ \ -140 01 r ° 12" u \ / \\ (V \\ , - - o z \\ GARAGE ti �\ \\ 0) 0)� // / \ /\ 926 i ,� / / / , \\ �o m y, ` \\ \, ; '/ \,/ /' \\ / .817 , ' of -\ ' L----- - �i� o cP \ 927O� _ a���00r0 \ 931 \ K / , \ �- San. Sewer Manhole \ i1-0" PERSIWON ��% i� \ /RETAINING WALL Z \ �, m . -Benchmark\ ° 12" GkJM ° 12\\ LM PROPERT�LIN -' Rim 93243 \ \� \ ,' J \ \ 929,/ ,,7- om Shelf 922.18 / COMMON AREA 1 �\ �� / / \ 012 , , ,- PLE' C/L Inv 921.78 ° �/4 10" G M 0" GUI ° � \ 14" �Ulf/l P� J 12" GYM o, -'� � Oo , 928 GRAVEL AREA TA W/FRENCH DRAIN 13) // 108" OAK \\/ OC) p PROPERTY LINE San. Sewer Manhole Rim 927.60 \� Shelf 920.10 \� C/L Inv 919.50 �OpppppOpppppp� 10 °° T E PLAN oo�0°° �,pNDSCgA°°O SOD o $ �a o 0 o SCALE: 1 " = 20'-0" o z oN =0 W 620 A °s o O �I °Cz % 7° 0Y°° O - °OOO°°°�i� 000000000 °°°°ooSppARRp �000°° SHE C. O L Do00 0 N M LO pUrn Z w M LLJ J c1r) M w J 0 N Z O T W T z w �QQ 00co U z N w Q z 0 z U / °12"PUM \\ o �/ 0" GU Cad \ Q ° 12"`\\ELM \ �10"G M/ ° 12„ GOM \ ' ° 10"`\ASH / / / \ I ,// 18" OAK O (:ZA\A/Ar N/IanhnIA YO UT GRADING PLAN (@ HOUSE °m San. Sewer Manhole Rim 932.43 - Benchmark m Shelf 922.18 EXISTING EDG OF ASPHALT