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HomeMy WebLinkAboutC-201_Private Road A Utility Plan V1APPROVED )r M06/22 li I� i II li I D1 CB 2 I STA: 10+72.51, 22.0' L - - aain aaIII RIM: 2567.98 D2 - MATCHLINESEE INV OUT: - 2565.25 12"(W) SHEET C-212 _I 00 _----An D6 // ti// ti`'/PRIVATE 3 1 10+00 D9 SDMH 1 11 0 / ROAD A 2+00 ti \ STA: 10+72.21, 10.8' R D4 RIM: 2568.15 INV IN: 2565.09 12"(E)'- INV IN: 2565.14 12"(W) INV OUT: 2564.99 12'(S) o�- I - - D2- D5 --- Dl CB 1 - D3 - - -- W4 STA: 10+72.10, 22.0' R D4 - - - - - - STA: 12+1 1.44, 34.00' R - RIM: 2568.27 - - FG 2571.80 INV OUT: 2565.25 12"(E) 9 LF 6" / I I N w I I W3 STA: 12+20.60, 46.0' R 2585 2580 2575 2570 2565 2560-f-- 10+00 FINISHED GRADE AT rSUBGRADE AT ROADWAY I ROADWAY � - - - O CROSSING M MH 7 10+50 11+00 11+50 12+00 WATER NOTES D1 CB 4 STA: 13+92.00, 22.3' L RIM: 2571.91 INV OUT: 2569.15 12"(W) " W1 STA: 12+20.60, 6.0' L + 179 LF 8" w W w 1 13+00 0 W2 - - I - SS SS 6721 w w2 J U) o -� Lu z 0 D7 v J � =w Si U Q IU) g D1 CB 3 STA: 13+92.00, 22.3' R RIM: 2571.91 INV IN: 2568.93 12"(E) INV OUT: 2568.80 12"(W) roll 12" STORM - CROSSING - -------- ------------ - - - - - -----1z-------18„ MIN. 12+50 w1 8""x8"" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. w2 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. w3 2" BLOW -OFF ASSEMBLY PER COM SD-W12. w4 FIRE HYDRANT ASSEMBLY PER COM SD-W8 STA: 0+ 17.00, 9.00' L w5 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. ws 9 LF 6" DI WATER LINE SANITARY SEWER NOTES (:sD 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-627 179 LF 8" PVC 185 LF 8" PVC ® O.Z. 13+00 13+50 2585 2580 2575 2570 2565 ---�2560 14+00 D3 SEEPAGE BED A PER ACHD BMP-20 DIMENSIONS: 10'x58'x4.5' DEEP STORAGE VOLUME= 1,108 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2566.00 BOTTOM OF BED: 2561.50 BOTTOM OF SAND: 2560.00 D4 1000 GAL. SAND AND GREASE TRAP A PER ISPWC SD-624. INV IN: 2564.95 INV OUT: 2564.10 INLET BAFFLE EL. 2564.35, OUTLET BAFFLE EL. 2565.85 D5 58 LF 18" PVC © 0.00% (PERFORATED) Ds 30 LF 12" PVC @ 0.50% D7 41 LF 12" PVC @ 0.50% D8 26 LF 12" PVC @ 0.50% D9 48" CATCH MANHOLE PER ISPWC SD-611 D10 9 LF 12" PVC © 1.0% D11 5 LF 12" PVC © 0.50% HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET Of O �z w0 o� of0 a-=) a-Ir aU) 00 z O (J u B J-U-B ENGINEERS, INC. U Z J N rv- -9 Ch m O OO LU Lu i O C9 O U "T p M Z 7 W N Z3 (z � c 3 Lu > i O 00 c N 7 7/ 44/2022 u) 0 F w Zw m 0 = w w U �UOaO d = U m ~ Q O 1 war U Z H J U m �a of 0 o,6��X �O a' w 0) -0 � z�3am� cw- z 4a �Omw� O 0 ¢N�ZO Ln OZ=FOU', w O WO��Z� W RR,8Em ¢ a w O 00 z F ¢ J § E ¢ U 0 ZF. 0 7 Ow w 00 w � Z wm 4 Q w 0 w Y =cZnw W� H = z 0 m O U)QO Lu Lu J cr LL � Ir IF— a_ U o ::D z Q � LLu z cf) Er Q J I z ZLu J_ C/) > H ;z Q m Lu Q O cr Ir Lu H � Q ::D > O c� 12 FILE : 10-20-143_C-201 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE I�I AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 5/31/2022 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION SHEET NUMBER: C-201