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HomeMy WebLinkAboutC-205_Private Road C Utility Plan V1DWT APPROVED 09/0&22 2580 2575 2570 2565 2560 W1 STA: 11 +52.00, 27.0' L - , _ D 1 CB 20 \ �\ W6 / _------_ STA: 13+09.00, 25.0' L \� RIM: 2572.53 W5 \ W3 INV IN: 2568.64 12"(E) STA: 10+46.79, 6.0' L \ W4 - STA: 11 +59.00, 6.0' L INV OUT: 2568.54 12"(S) _ - __ 11 '-,STA: 11 +52.00, 6.0' L / - - - - \- ---� Wl \ STA: 1 1 +81.00, 6.0' L D 1 CB 22 STA: 14+50.01, 25.0' L RIM: 2572.26 INV OUT: 2569.50 12"(E) W2 STA: 13+97.00, 21.00' L FG 2573.05 W1 STA: 14+38.83, 32.0' L LF 8" W9 r' „ .. -•128 �� 00 r _ -- ROAD � � ��WiFuml. _ ,(( � � � _ _ ��_��� � • erg. is J-U-B ENGINEERS, INC. U z J N W1 I .o co rc-) STA: 14+74.67, I HORZ 0 20 40 LLI � CD C° O I� U 32.0 L co Z X w -L- N VERT 0 5 10 2 Lo ai Wg D8 SCALE IN FEET w o o n m 07 N <v�'1E CD M W11 I o W 3N/6 LF 8" N Q U - w~- 5 00 w w 0 S�ONAL FN Z Lu F�\GENSF Ceti � cn o z W O j�s I 6 H � U STA: 14+74.67, 6.0' L QQ Q D s o [I:: \ FG 2576;88 \W3 STA: 14+38.79, 6.0' L d CB 21 STA: 13+62.88, 6.0' L W3 STA: 13+97.00, 6.O�- - - - - - - L pg STA: 13+08.98, 25.0' R RIM: 2573.43 D 1 1 1 INV IN: 2567.46 12"(N) INV OUT: 2567.36 12"(W) I 48" RCP FINISHED GRADE SUBGRADE AT _ AT ROADWAY ROADWAY -22 LF 8" PVC- 12 LF 8" PVC 12" STORM_ _ --- - 60 LF 8" PVC 94 LF 8" PVC CROSSING 18' 73 LF 8" PVC �[ v -- 7 LF 8" PVC L MIN..... 34 LF 8" PVC 42 LF 8,. pVC _ -- _ _ _ 32 LF 8" PVC 54 LF g„ pVC 36 LF 8" PVC mmmm 34 LF 8" PVC TOP OF CASING TOP OF CASING _ - STA: 10+54.00 6.0' L STA: 11+15.00, 6.0' L ELEV. 2568.97 ELEV: 2568.97 2555 10+00 10+50 WATER NOTES 1 1 +00 U 2" BLOW -OFF ASSEMBLY PER COM SD-W12. w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. w3 8"x6" TEE W/ (1) 6" JURISDICTIONAL GATE VALVE, (1) 8" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. w4 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. w5 8" 45' ELBOW WITH THRUST BLOCK PER ISPWC SD-403 ws 21 LF 8" C900 WATER LINE w7 22 LF 6" DI WATER LINE w8 15 LF 6" DI WATER LINE W9 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. 10 8" SS PVC WATER CROSSING WITH A 12" STEEL CASING Qo PER COM STANDARD DWG SW1 & SW2 w11 32 LF 6" DI FIRE LINE 11+50 12+00 12+50 �i 8"x6" TEE W/ (1) 6" JURISDICTIONAL GATE VALVE, (1) 8" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. SANITARY SEWER NOTES s1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED H PER ACHD BMP-20 DIMENSIONS: 10'x71'x4.5' DEEP STORAGE VOLUME= 1,354 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 BOTTOM OF BED: 2565.00 BOTTOM OF SAND: 2563.50 13+00 13+50 14+00 14+50 p4 1000 GAL. SAND AND GREASE TRAP H PER ISPWC SD-624. INV IN: 2568.35 INV OUT: 2567.50 INLET BAFFLE EL. 2567.75, OUTLET BAFFLE EL. 2568.25 D5 71 LF 18" PVC ® 0.00% (PERFORATED) Ds 8 LF 12" PVC © 0.50% D7 35 LF 12" PVC ® 0.50% D8 50 LF 12" PVC ® 0.50% D9 10 LF 18" PVC © 0.50% 2580 2575 2570 2565 2560 2555 15+00 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION a (0)999g1 �s M�Q o S. o 7/14/2022 o Z =wzw. X.Oao } w 0 w H 0-7z 'aw Z. 0 1 J w J > Z H_ WawmOO O a. j X f c7Hz0}w Q 3��amw z ��E?w �onw� O eRZ gNo n Oz=H8�: w wnoz� wOomw< J IrJ = w j 0 w 0 Z O_ m J F fI-Q �m3z �1l LI IIn: www w �ww ■ ■ ,ice'❑ =wZWu) mwJw- F t . •. m=Q}w FF 0< ;cow . ❑� �.. , •. F Lu W Ir � CL U o Z Cn Q I- W Z Q CIL. LL ~ H zw Cr) > ~ z J U m W Q O IY Ir w F- � Q O FILE: 10-20-143_C-205 JUB PROJ. # :10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT ONE INCH. ALE ACCORDING[ LAST UPDATED: 6/10/2022 SHEET NUMBER: C-205