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HomeMy WebLinkAboutC-210 WATER LINE B PLAN (JUS 7--71000111, _ SEE SHEET C-204 J-U-B ENGINEERS, INC. W3 —3�a-- W4 — �� — _ _ _ _ �0�/� z _J cal STA: 9+62.10, 0.00 ----_ STA: 11 +83.32, 7.48' L W 1 - _ �Q '9� O M o� / STA: 9+42.10, 0.00' EG — — 3/d _ _ EG 3/8 — co 3/d — I HORZ 0 20 40 Er ' - - - - - - - - // // 20 LF 8» — _ 10+00 EG -I- d i (D CO O EG 13 I W 11 +00 EG I 3 II E� 10 LF 8" W U Q c i —� - - - - - - - - - - - - �G - - - EG 221 LF 8"� I 12 1 �k LU X t - oo EG NV +00 �� I VERT 0 5 10 — W '' oN S EG W6 134 LF 8" o SCALE IN FEET z j CZ W 1 STA: 8+21.85, 28.14' L gar \ S SS EG EGl N O W '� �G �' W8 SS II \ \ w o- �, � m N W5 a � 1�o e�� �� � S1 � jr/E I � c= �n � � - - - - - - - - - STA: 12+17.25, 000' W4 � ? LU w S1 i � U) RECORD STA: 12+26.72, 0.00' W3 �� :y S\oNAL F STA: 12+32.72, 0.00' W2 \ �.S�\cENSFN�i�G W7 \ \ \ � � � � NOTE: Oy�gTF 2 C) / PIPE DEFLECTIONS SHALL BE 50% OF 9q OF OQ STA: 8+21 .85, 0.00' \ / MANUFACTURER RECOMMENDATION. AL S . 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Department Oeaign 6 ConNu<'n Supplamenlal Sp.<A<ation Z w1 2" BLOW—OFF ASSEMBLY PER COM SD—W12 �. L ~ FL Y a ff ff Q w2 8 x8 TEE W/ (2) 8 GATE VALVE AND THRUST �':� �;�+'Y' Ir W BLOCK PER ISPWC SD-403 �-1: ;16 Cn 0- w3 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC 0� � ~ W Z � O SD-403 Qcr Q WZD w4 8" 1 1 .25° BEND WITH THRUST BLOCK PER ISPWC RECORD DRAWINGS: Z s ILL Q SD-403 z Q v These record documents have been prepared based on z z O W5 ff information gathered during field observations as well as W 0- W 28 LF 6 C900 WATER LINE information provided by others.The accuracy or ^ \ m o completeness of information provided by others has not been v J z ws 8 LF 6" C900 WATER LINE verified byJ-U-B. 7� LU w7 8"x6" TEE W/ (1 ) 8" GATE VALVE (1 ) 6" GATE If these record drawings are a public record,J-U-B grants 7 J z W ' the public entity with jurisdiction the right to copy and Q VALVE, AND THRUST BLOCK PER ISPWC SD-403 disseminate the hard copy or digital image to those who m W pC ° FOR FUTURE PUBLIC HYDRANT. legitimately request the information in writing.Any release, W v use,or reuse by the public entity,any individual,or N w8 8"x6" TEE W/ (1 ) 6" GATE VALVE, AND THRUST organization,shall be at the public entity's,individuals, W o and/or organization's sole risk and without liability or legal BLOCK PER ISPWC SD-403 FOR FUTURE PUBLIC exposure toJ-U-B. HYDRANT. w Any seals of the registrants included hereon represent that O ° SEWER NOTES the drafting of the record drawing information was completed a Cc by staff under the registrants'responsible charge. W S1 SEE "OUTERBANKS SANITARY SEWER" SET OF W PLANS. Y J W 0 66 H Z o W O J g U FILE: 10-20-143_C-209 � J Q o Z DRAWN BY: JGC >, w m U DESIGN BY: DSM p CHECKED BY: DSM a m ONE INCH a AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY Lo N �i o LAST UPDATED:9/7/2023 M N N N SHEET NUMBER: � T N _ O N N Y � C-21 0 o � � o