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HomeMy WebLinkAboutC-202_Private Road B Utility Plan V1DIAN,-- APPROVED/ DATE: 09/06/22 IIIE NUMBER zaz noia m J - -- �lS / D1 CB 8 -pr --. _I CB 6 D1 W6 - ' P/E STA: 13+46.96, 17.00' L - - - -STA: 12+18.62, 44.00'STAL I -- -- RIM: 2572.30 Z 77, 22.00' L - _ -- --- --- -- - - - -- INV OUT: 2569.10 12"(W) J � RIM: 568.8 RIM: 2568.85 INV OUT: 2565.85 12"(W) i 00 / ' T D2 Z a . - - - D 2 _ , - �, W2 - - TA: 12+45.00, 23.00 L Q 1 - - fW 15 LFN6" W D9 �� i i W5 - A) - W1 I` W3 W W4 00 W5 10+00 I 11+ 0 STA: 12+18.62, 8.00' L / 00 � �- � W �29 LF 8" -25j 13+00 •II �- - - - - - 7 j _ 3� ��--APR D12 s� �� ' AVI TE ROAD B SDMH 2 v o �, ba SS STA: 10+80.77, 10.54' R �� �� 00 S1 D4 D2 RIM: 2568.18 D11 INV IN: 2565.69 12"(E) I- INV IN: 2565.74 12" W -t INV OUT: 2565.59 12 D7 / / I I D5 D3 ` SEE SHEET C-212 � D6 D13 / I • � CB /5 D 1 � p8 D11 f • \ i STA: 10+80.77, 22.00 R D 1 I RIM: 2568.37 \ CB 7- o INV OUT: 2565.85 12"(E) - STA: 13+46.96, 17.00' R ��- RIM: 2572.30 r I II INV IN: 2568.93 12"(E) v o I INV OUT: 2568.83 12"(N) / III I 2580 2575 2570 2565 2560 2555 10+00 US J-U-B ENGINEERS, INC. Z N -� co r HORZ 0 20 40 w D't Q M q mo z x a) 00 SEE SHEET C-206 W L_ cm- - - - 4 � � r�_ - - - - - - VERT 0 5 10 Z .� 8 3 i E Q 0 SCALE IN FEET Lu o zSTA: 14+01.43, 8.00' L N O i pmCDm D10 W3 o o N (V LF 8"� M / QU 1 +0� - - -4 - 15 00 w w - SS ai W5 I U w � ro Q� LLIJA SEE SHEET C-206 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DRAINAGE NOTES WATER NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 w1 15 LF 6" DI p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO W2 FIRE HYDRANT ASSEMBLY PER COM SD-W8 ISPWC SD-627 D3 SEEPAGE BED B PER A5' D BMP-20 w3 8"x8" TEE W 2 8" GATE VALVES AND / ( ) THRUST DIMENSIONS: 10'x43'x4.5' DEEP BLOCK PER ISPWC SD-403 STORAGE VOLUME= 821 CIF WATER w4 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR BLOCK PER ISPWC SD-403 TOP OF BED: 2567.00 STA:12+45.00, 6.00' L BOTTOM OF BED: 2562.50 w5 POTABLE, NON -POTABLE CROSSING. SEE SHEET BOTTOM OF SAND: 2561.00 C-002 WATER NOTES 2 AND 3. D4 SEEPAGE BED C PER ACHD BMP-20 ws 2" BLOW -OFF ASSEMBLY PER COM SD-W12. DIMENSIONS: 10'x39'x4.5' DEEP STORAGE VOLUME= 739 CIF WATER SANITARY SEWER NOTES MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2569.50 s1 SEE "OUTERBANKS SANITARY SEWER" SET OF BOTTOM OF BED: 2565.00 PLANS. BOTTOM OF SAND: 2563.50 D5 1000 GAL. SAND AND GREASE TRAP B PER ISPWC SD-624. RIM: 2569.40 INV IN: 2565.55 INV OUT: 2564.75 INLET BAFFLE EL. 2564.95, OUTLET BAFFLE EL. 2565.45 14+00 14+50 D6 1000 GAL. SAND AND GREASE TRAP C PER ISPWC SD-624. RIM: 2572.25 INV IN: 2568.80 INV OUT: 2567.95 INLET BAFFLE EL. 2568.20, OUTLET BAFFLE EL. 2568.75 D7 43 LF 18" PVC @ 0.00% (PERFORATED) D8 39 LF 18" PVC © 0.00% (PERFORATED) 09 30 LF 12" PVC © 0.50% D10 34 LF 12" PVC © 0.50% D11 9 LF 12" PVC © 1.0% D12 48" CATCH MANHOLE PER ISPWC SD-611 D13 8 LF 12" PVC © 0.50% 580 2575 2570 2565 2560 2555 15+00 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION Hl S. 7/14/2022 tu) w a ,w ❑ Sw w CC)m 0 < z H � 0L (if 00a o a = 0 m ~ Z. a o l U ❑ F _ } ztm m a m a m 0 uj �F(DoYw za3: �N<nzw z 4a�o a W. 7z0 U) 0z FOB W Z O w NRHwDO w m Z� ¢ w0°��¢ J H IL a[ U Lu Z m ❑ Ox3 w��w�❑ wm3: a Q W ~ O U af D n _ z _ u w I w d K m H = z O 'Omani 0 Lu W J IIr W � rr l­__ a_ U o ::D z F- w z Q ¢ LL Z F- LU _J zJCo m W o IIr Cc W H M > 0 Ir d FILE : 10-20-143_C-202 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE � AT FULL SIZE, IF NOT ONE INCH ALLACCORDINGLY LAST UPDATED: "12/2022 SHEET NUMBER: C-202