Loading...
HomeMy WebLinkAboutRW-475-20Z Q x a J O 2 V z a M r -I ,n r -I N O N cn r -I M i 01 R* 00 Li IN r -I X G1 O a o?S a C7 0 •v' • 170 165 I ••. t SMH 8296 �t RIM ELEV=169.6' 1 8 VCP INV IN(NW)=160.5 8 " DI INV IN(SE)=160.5' I 1 •� 8" UNK INV OUT(SW)=160.9' DMH 1001 SUMP ELEV=155.9' W/SMH LID RIM ELEV. =179.1' 12" RCP INV IN(NW)=174.6' lR" RCP INV IN(N)=171.4' 4" DI 24"x6" ANCHOR TEE - X50' WETLAND BUFFER �•\ \ LVERT 6" GATE VALVE'�• \ \ ETAILS HYDRANT ASSEMBLY \ \ V4 #E6 \ 6"X 6" GRAN. BND. \ND. 0 •'� W1 D. H. UP`-� 100 -YEAR FLOODPLAIN #E7 PLAN SCALE: 1"=25 #E8 w Q 0 ' I I o I� a CB 1004 a Q RIM EL EV. =179' (UNABLE TO OPEN, SILT SCREEN) I N 1 .�J 6" X 6" GRAN. BND. FND. \ / 1 Q W/ D. H. UP 2 " / \ DMH 1013 • I F RIM ELEV.=180. 1000,/ 13 12" RCP INV IN(NE)=172.1' I /' \ 18 RCP INV IN(NW)=174.3 / \ 18" RCP INV OUT(SE)=171.8'doom SMH 1025 RIM ELEV.=180. ' _ 8" VCP INV IN NE =170.2' 8" VCP INV IN(NW)=170.1' STOP 8"VCP INV IN(S )=169.7' 8" VCP INV OUT SE)=169.7' NORTH STREET 8"VCs�s�s -w� �W _ NETT 70116 CB 1028 RIM ELEV.=180.4' (UNABLE TO OPEN, SILT SCREEN) NETT 1144 100' Wf-TLAND BUFFER m 11 E LIMIT OF WORK FOR CULVERT CROSSING 0 PRE -INSULATED EXISTING GRADE DUCTILE IRON PIPE EX/ST/NG GRADE O r-1 `_' 0 W L p 2" POLYSTYRENE / BOARD INSULATION > i fin ces 24" WATER CULVERT cc) z WLn3 PROFILE SCALES -I VERT:1"=2' c N W HORIZ:1"=20' IN W W of 199+00 200+00 201+00 • 170 165 202+00 200' RIVERFRONT AREA 0 20 40 NX z O U) W 1=1a1<141a141 DRAWING C-20 11 E 0 `: O r-1 `_' 0 W L p > ces .9 L cc) z WLn3 Q -I c N W IN W W of ~ 0 N J M R W 0 ` W LLL l --I O 00 Q Z Q W � Wo z O Z O°C� 00 H W ~ cn � V � Q a W z �z • _ J z z N __ Lu 0 w � 00N�V � W Q � LL Q � a O Q z z � N W a Q � z 0 = J F- a a DRAWING C-20