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HomeMy WebLinkAboutC-206 PRIVATE ROAD C UTILITY PLAN D1 CB 23 - - - - - - - - - - - - - \ STA: 15+5 RIM: 25.0' L O \ (rJU-B ), RIM: 2572.26 D 1 CB 24 W 1 \ _ 2568.55 INV IN: 2569.00 12 (W) STA: 16+50.00, 25.0 L STA: 17+74.49, 30.9 L 7--71000 2568.55 INV IN: 2SG8.4T 12" E RIM: 2572.26 CB 26 O ( ) STA: 19+3D4199, 25.0' L I J-U-B ENGINEERS, INC. 2568.501NV OUT: �'fC�T 12"(S) 2569.04 INV IN: "> OT 12"(E) p1 CB �25 RIM: 19+34. I � ( � 2569.041NV OUT: 7 12"(W) 2669 39 U D2 STA. 17+60.00, 25.0 L INV OUT: z��� 12 (S) I RIM: 2572.21 W4 2569.23 Z�d D 13 ��d D7 3�� D 10 INV OUT: ''�i 12"(W) - SEE SHEET C-202 _ STA: 18+39.48, 6.0' L - O In 69.50 r r�l - - i � ---� � _ Cn C0 M co J r � \ eeoo W CD O /n 1 1 D11 1 W10 1 1 1 1 1 1 W4 i� �, I � , �� D11 �1 ~ 1 _ � w v Cl? o I W10 W3 STA: 17+27.85, 6.0 LN U) ��� Z X Q) 00 .E �+ 75 LF 8" PRIVATE ROAD C w12 W10 0 ; W3 o - w }' N LO o W yy -o W W 23 LF 8" W 47 LF 8" W 65 LF 8" W 96 LF 8" W 1 0 STA: 20+04.00, 6.0' L N ai W W yy + 16 LF8 U Z � � � C � U 15 00 cn 16+00 17+00 18+00 19+00 W W 20+00 ~ w O W LU SS SS SS SS J5S _ W7 SS W 13 STA: 17+74.54, 6.0' L m C� Z = I SS S SS C° U) N I� 00 - N L� W v w D5 = , , S1 W10 W6 J S1 \ /� � � , v�i W6 J ILU T T W8 ' - N RECORD cn �f E =�--ROE S�ONAL FN ee D2 W2 20 LF 6 SEE SHEET C-202 �� D6 I STA: 17+05.00, 21 .00 R W5YMP STA: 17+53.00, 23.0 D9 D 12 Eli D3 FG 2573.70 W 13 03 ` ELEV: 2574.0 V D4 D2 W2 I 6 0 I \ _ _ - - - - _ - -STA: 20+04.00, 21 .00 R D8 STA: 17+27.85, 35.0' R W 1 FG 2574.05 E- OF OOQ� I � q� S . W 1 1 STA: 17+47.85, 35.0' R , S 1 I 12 4/2023 DRAWING I � I E IDIAM N LLJ W9 I R Z � Z N N arks Depart ent Q Z W � ..yaaco r so _mi sa.o m,. W J N 0 W ' ••� 0 = Z m W ❑ ❑Q / I �C��•�i'Y' O H W J o 1 1.�� Q E m p on O 6 Z < � amo Z 00 W O OZ = � O � w O O LL W ° } Z Z W OH � ZJ Ir (n H (/) ALLOW m 2585- 2585 ❑ � O = � Q U, Ocotztz CC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . Q U_` W � O= Z Z LU . . . . . . . . . . . . . H W � � ❑ ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W > W - 0 on 2580 2580 _ J (n � W Q W � W Cn Y00 Z � 0' W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Q } � � H = ZO . . . . . . . . . . . _ _ _ O � O (nQ (� N . . . . . . . . . FINISHED GRADE AT ROADWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBGRADE AT . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 12" STORM . . . . . . . . . . . . . . . . . . . . . . . . . . . 2575 ROADWAY � CROSSING 2575 �; STORM PIPE CROSSING 0, 16 LF 18„ „ r 8 PVC - - - - IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2570 - - - - - - 18„ - - - - - - - - - - - - - - - - �_ � - - 2570 MIN z 69 LF 8„ pVC J 96 LF 8" PVC ��____+� w L.L -- LF 8 155 LF 8 PVC O 0 75PVC 23 LF 8" PVC 47 LF 8 PVC 65 LF 8 PVC Q - ---- - Cc Z 2565 225 LF 8" PVC @ 0.42% 2565 ~ (n 198 LF 8 PVC © 0.40% U 0 Z . . . . . r n _ . .CE M V) MH 5 MH 4 1- LU Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (� Q L 2560 2560 Q ZD 0-W _ z Q . . . . . . . . . . . . . . . _ _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ U � - z W J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LU 2555 2555 D Z z J U Q 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+20 fn W RECORD DRAWINGS: m LU ° WATER NOTES SANITARY SEWER NOTES D5 1000 GAL. SAND AND GREASE TRAP J PER ISPWC a0 SD-624. These record documents have been prepared based on Cc RIM: 2573. 1 0 information gathered during field observations as well as W1 2" BLOW-OFF ASSEMBLY PER COM SD-W12. S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. information provided by others.The accuracy or o INV I N: rJ 2567.71 completeness of information provided by others has not been W2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. 256� �0 verified byJ U B. D RAI NAG E NOTES INV OUT: 2567.39 > W If these record drawings are a public record,J-U-B grants - INLET BAFFLE EL. 2567.55, OUTLET BAFFLE EL. 2568.05 w3 8"x 6" TEE W/ (1 ) GATE VALVE AND THRUST BLOCK PER the public entity with jurisdiction the right to copy and OC Cc D 1 TYPE I CATCH BASIN PER ISPWC S D-601 disseminate the hard copy or digital image to those who 0- U) ISPWC SD-403. D6 1000 GAL. SAND AND GREASE TRAP K PER ISPWC Lu legitimately request the information in writing.Any release, w4 8"x8" TEE W/ (2) GATE VALVES AND THRUST BLOCK D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-624. use,or reuse by the public entity,any individual,or organization,shall be at the public entity's, individual's, w PER ISPWC SD-403. SD-627 RIM: 2573.20 and/or organization's sole risk and without liability or legal _J D3 SEEPAGE BED J PER ACHD BMP-20 INV IN: 2�05 2569. 10 exposure toJ-U-B. w w5 2" WATER METER PER C.O.M. STD DWG. W4 INV OUT: ��-2-e 2568.96 DIMENSIONS: 10 x9 9 x4.5 DEEP Any seals of the registrants included hereon represent that z W6 27 LF 6" C900 WATER LINE STORAGE VOLUME- 1 ,888 CF WATER INLET BAFFLE EL. 2569.45, OUTLET BAFFLE EL. 2569.95 the drafting of the record drawing information was completed by staff under the registrants'responsible charge. Lu 0 W7 17 LF 2" POLY PIPE MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D7 99 LF 12" PVC @ 0.50% FILE : 1020143_C205 Q TOP OF BED: 2570.50 JUB PROD.#:10-20-143 o z W8 41 LF 8" C900 WATER LINE BOTTOM OF BED: 2566.00 D8 99 LF 18 PVC © 0.00% (PERFORATED) DRAWN BY: JGC W9 87 LF 8" C900 WATER LINE BOTTOM OF SAND: 2564.50 D9 45 LF 18" PVC © 0.00% (PERFORATED) DESIGN BY: DSM o OU D4 SEEPAGE BED K PER ACHD BMP-20 » CHECKED BY: DSM 10 POTABLE, NON-POTABLE CROSSING. SEE SHEET C-002 D10 110 LF 12 PVC @ $-5$� 0.42% HORZ 0 20 40 r ONE INCH WATER NOTES 2 AND 3. DIMENSIONS: 10 x45 x4.5 „ AT FULL SIZE, IF NOT ONE STORAGE VOLUME= 862 CIF WATER 7r D11 44 LF 12 PVC © 0.5$� 1 .80% INCH SCALE ACCORDINGLY LAST UPDATED:N W11 20 LF 6" C900 FIRE LINE MIN. ALLOWED INFILTRATION RATE =0.50 IN HR VERT 0 5 10 SHEET NUMBERS / D12 5 LF 12 PVC @ 0.0% 25 LF 6" C900 FIRE LINE TOP OF BED: 2570.00 SCALE IN FEET 13 8"x6" TEE W/ (1 ) JURISDICTIONAL 6" GATE VALVE AND BOTTOM OF BED: 2565.50 D13 50 LF 12 PVC © $�$ 0.64� o 0 BOTTOM OF SAND: 2564.00 NOTE. ALL SAND AND GREASE TRAPS SHALL HAVE 20 C-206 THRUST BLOCK PER ISPWC SD-403. BAFFLE SEPARATION