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C-207_Private Road D Utility Plan V1aERIDIANy- APPROVED 0910&22 I � I m I I L - I rn � Wg N 37 LF 8" " 1 -7 w Z 'o w z r I� U)U w 0 W10 U13 _W15 I I � 2585 2580 2575 2570 2565 2560 2555 10+50 STA: 10+75.66, 20.5'I 1 W8 q w3 STA: 11+85.00, 20.50' L FG 2574.67 ELEV: 2574.5 '- - - FIE- D1i W2 CB 27 STA: 10+81.66, 22.2' l STA: 11 +99.98, 17.0' L RIM: 2574.09_--.- W1 1 �\ SEE SHEET C-203 INV IN: 2 71.09 2"(E(S) _ ° vW15 7 INV 0 99 18 LF 8" W17 10, �� W15 - P E W11 T�� D7 D2 W577 1 I +001 75 LF Srr" 29 WF 8 �3 155 LF 8" D6 STA: 13+40.34, 3.0' L 12 00- yy W +00 W Ec - �i7 - - _+ - - �- I i Do w15 S1 PRIVATE ROADS W15 s sLu ss ss ss __ ss II �� w 00 J W15 - 00 I/d j r O "' W13 - - - SEE SHEET C 203 D4 --- ---- ---- D5 W12 W2 / / / D2 STA: 10+81.66, 22.8' R / W8 STA: 10+75.66, 20.5R ELEV: 2575.5 II I I i I 1 1 +00 1 1 +50 12+00 WATER NOTES w1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB WITH 8" GATE VALVE. CONTRACTOR TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF WATERLINE PRIOR TO CONSTRUCTION. STA: 15+33.90, 9.5' R. w2 2" BLOW -OFF ASSEMBLY PER COM SD-W12. w3 FIRE HYDRANT ASSEMBLY PER COM SD-W8. w4 8"x6" TEE W/ (1) GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. w5 8"x8" TEE W/ (2) GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. ws 8" 11.25° ELBOW WITH THRUST BLOCK PER ISPWC SD-403. w7 8" 90° ELBOW WITH THRUST BLOCK PER ISPWC SD-403. w8 2" WATER METER PER C.O.M STD DWG. W4 w9 18 LF 2" POLY PIPE 10 23 LF 2" POLY PIPE w11 18 LF 6" DI FIRE LINE D3 �_ 16 " STA: 13+40.34, 50.0' R HORZ 0 20 40 �JU B r 0111, J-U-B ENGINEERS, INC. VERT 0 5 10 lk SCALE IN FEET U z J N � o W2 CB 28 D1 / I a r\ rl Icli O M c) STA: 13+58.78, 44.0' L- STA: 13+74.45, 17.0' L I i / w Lu o RIM: 2575.37 I LLI CD Z3 p cy) f INV OUT: 2571.96 12"(W) I I / °. <n z_ X - °D W14 10 LF8„� \J LLJ N3 Ii W4 ------ ____ _ z � U) c 3 _ W5 STA: 13+69.00, 3.0' L -_ _ _ -- -- - - - - -; - - LJJ O 0 m - N W6 � / � ' I � STA: 14+65.27, 3.0' L / W 96 LF 8" STA: 15+28.1 1, 9.5' R W 1 l W 14+00 +oo -0 0 - 1- i - ' 64 8 m W 15 S 1 SS s w0/ SS o i I 0I= � ss 0- \ \ l a N �z W12 � �_J -_--__ 00 i -- - - - z 0 STA: 13+69.00, 23.00' R $1 ' r•I I J FG 2576.13 1 d I 12+50 13+00 13+50 ©i 26 LF 6" DI FIRE LINE ©i 53 LF 8" C900 WATER LINE 14 41 LF 8" C900 WATER LINE 1s POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. 16 2" BLOW -OFF ASSEMBLY PER COM SD-W13. ©i 8"x6" CROSS W/ (2) JURISDICTIONAL GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 SANITARY SEWER NOTES s1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES 11 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 14+00 14+50 15+00 D3 SEEPAGE BED L PER ACHD BMP-20 DIMENSIONS: 10'x69'x4.5' DEEP STORAGE VOLUME= 1,313 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 BOTTOM OF BED: 2566.00 BOTTOM OF SAND: 2564.50 D4 1000 GAL. SAND AND GREASE TRAP L PER ISPWC SD-624. INV IN: 2570.80 INV OUT: 2569.95 INLET BAFFLE EL. 2569.20, OUTLET BAFFLE EL. 2569.70 D5 69 LF 18" PVC @ 0.00% (PERFORATED) Ds 174 LF 12" PVC © 0.50% D7 41 LF 12" PVC ® 0.50% NOTES: 1. ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION. 2. NO TREES OR DEEP ROOTED BUSHES SHALL BE PLANTED WITHIN THE EASEMENT. 2585 2580 2575 2570 2565 2560 2555 15+50 ONAL HlS. 7/14/2022 u o z �Lul F � = W W O �Noao a- m: a m O H W J d O J 7 Z H �<W.o o63:Z5x (y1Fzo}w A 3N�LLmW �mzJ z Eioim w O 0:5 z 0 in LL } O Z T F 8F W ZO W�HJZJ U) LLoWm [[ o W O O H_ r__ J w 2 J a0w�0 (q w z m m 7 m 0 �wWOx3 fW w w 3 z w = K Z w m K J W m=Q}w xz0 Omam w W J LL rr U o z U) Q W z Q a_ LL ~ z LuH C/) > ~ zJ o m W Q O Ir Ir W F- � Q 0 FILE: 10-20-143_C-207 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON E INCH AT FULL SIZE, IF NOT ONE IN H ALE ADINQLY LAST UPDATED: 7/12/2022 SHEET NUMBER: C-207