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HomeMy WebLinkAboutC-206_Private Road C Utility Plan V1�rE IDR tnx,- D 1 CB 23 �J STA: 15+50.01, 25.0' L APPROVED RIM: 2572.26 D1 CB 24 DATE' 09/06/22 I INV IN: 2569.00 12"(W) INV IN: 2568.47 12"(E) STA: 16+50.00, 25.0' L RIM: 2572.26 Iff oU aze,.P_za„ao,< INV OUT: 2568.37 12"(S) I INV IN: 2569.07 12"(E) D2 INV OUT: 2568.97 12"(W) D13 D7 P'+ ;E ++ I 75 LF 8" W 10 N MW W-o W OO v� co 16+00 Z w I SS SS SS - J in I CB 26 D1 STA: 19+34.99, 25.0' L RIM: 2572.34 RIM: 2572.21 W4 INV OUT: 2569 D 1=0D 10 INV OUT: 2569.62 12"(W) - STA: 18 SEE SHEET C-202 +39.48, 6.0' L \ �J J - P; E - I --F"17 P W4 PRIVATE ROAD C W3 STA: 17+27.85, s.o' LN W12 N D11 W3 23 LF 8" W 47 LF 8" W 65 LF 8" W 1 0 03 W 10 W STA 20+04 00 6 0' L W 17+00 ,' SS S� W7 " �00 W10 0L - D5 _ S1 W10 N W6 � W8 D12 - W2 W20 IF 6" D2 STA: 17+05.00, 21.00' R D3 FG 2573.60 r- W13 3 STA: 17+27.85, 35.0' R D8 W11 Fl r I W9 L0 w N I I N i w 2585 2580 2575 2570 2565 2560 m 15+00 15+50 16+00 16+50 17+00 w WATER NOTES SANITARY SEWER NOTES a W1 2" BLOW -OFF ASSEMBLY PER COM SD-W12. S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. DRAINAGE NOTES a w3 8"x6" TEE W/ (1) GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. D1 0 TYPE I CATCH BASIN PER ISPWC SD-601 w w4 8"x8" TEE W/ (2) GATE VALVES AND THRUST BLOCK D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC w PER ISPWC SD-403. SD-627 w w5 2" WATER METER PER C.O.M. STD DWG. W4 D3 SEEPAGE BED J PER ACHD BMP-20 DIMENSIONS: 10'x99'x4.5' DEEP m Z W6 27 LF 6" DI WATER LINE STORAGE VOLUME= 1,888 CIF WATER d W7 17 LF 2" POLY PIPE MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 Z W8 41 LF 8" C900 WATER LINE BOTTOM OF BED: 2566.00 0 o W9 87 LF 8" C900 WATER LINE BOTTOM OF SAND: 2564.50 cl0 > m 10 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 p4 SEEPAGE BED K PER ACHD BMP-20 - WATER NOTES 2 AND 3. DIMENSIONS: 10'x45'x4.5' STORAGE VOLUME= 862 CIF WATER N w11 20 LF 6" DI FIRE LINE MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR 25 LF 6" DI FIRE LINE TOP OF BED: 2570.00 ro 59 ©i 8"x6" TEE W/ (1) JURISDICTIONAL 6" GATE VALVE AND BOTTOM OF BED: 2565.50 BOTTOM OF SAND: 2564.00 o� 52 a o THRUST BLOCK PER ISPWC SD-403. W1 STA: 17+74.49, 30.9' L D1 CB 25 STA: 17+60 00 25 0' L Wga I W W 96 LF 8 W W 16 LI - - 18+0� �^ T - - + 100 - - - 20+00 SS W 13 STA: 17+74.54, 6.0' L - SS SS W 10; I S1 /� W6 cn N i - D6 STA: 17+53.00, 23.0' SEE SHEET C-202 D9 W5 ELEV: 2574.0 D D12 W2 D4 STA: 20+04.00, 21.00' R FG 2574.05 W1 STA: 17+47.85, 35.0' R S 1 ,- I I I I I I I I , 17+50 18+00 18+50 19+00 19+50 D5 1000 GAL. SAND AND GREASE TRAP J PER ISPWC SD-624. INV IN: 2568.15 INV OUT: 2567.30 INLET BAFFLE EL. 2567.55, OUTLET BAFFLE EL. 2568.05 D6 1000 GAL. SAND AND GREASE TRAP K PER ISPWC SD-624. INV IN: 2569.05 INV OUT: 2569.20 INLET BAFFLE EL. 2569.45, OUTLET BAFFLE EL. 2569.95 D7 99 LF 12" PVC @ 0.50% D8 99 LF 18" PVC @ 0.00% (PERFORATED) D9 45 LF 18" PVC @ 0.00% (PERFORATED) D10 110 LF 12" PVC @ 0.50% D11 44 LF 12" PVC @ 0.50% D12 5 LF 12" PVC @ 0.0% D13 50 LF 12" PVC © 0.50% NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION w _ co w w cn f8I+0:i 2580 2575 2570 2565 2560 20+00 20+20 r (JUB 1 J-U-B ENGINEERS, INC. C Z J N rr m m cYn o LU C:) co W C)C'i U z x a) - 00 73 CD W + C a 3 0Z3 cz w§U)L O m co m N O TONAL F 0z w0 01 - 6 �U 09 9TF Q � O F P�Q`4 99g1 cn NAo 0 S , zZ 7/14/2022 U Z o u) ,.,...,.:.:.,.-,. z w ru _...,. ■ ■ w _ z U � ¢ Z H � a=0 zZm�d' L 01 U O F } Z E2 3:m ❑■ �.. o ¢ m a °m(�x F z O Y ¢ z<3:a � N of 0 z w z ga�omwae 0 a¢N7Z0 n w�0> O z=HF U > w w57z� w O w m [L w Ou) w0���� Z W °� wow 3:z 0,w O m Y Q =�Z�m nw�w� mw=z0 i0m¢m LU W J LL. Ir � Ir C p =D z Ir a F-w z Q� n LL Z z W J_ Z J U p m W a IIr Cc W H ~ a M > 0 CL HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET 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, FULL IF NOT C INCH SCALE ACCORDII LAST UPDATED: 6/10/2022 SHEET NUMBER: C-206