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C-210 SEWER LINE A PLAN AND PROFILE
J _ — STA: 1+01 .84, 20.00' L I� IE: z'�9-�0 2569.81 — — — (rJ-U-B S4 9°Q• - - I MH 16 QQ I o J-U-B ENGINEERS, INC. 0+50 I 11 pd--- 1+00 2+00 �3+00 QQ 4+00 0 \ ,o SS SS SS SS ig SS — — �+ j I` 7 O� � < , — J NS1 PfE RtE �� w cfl cc o r co Ill MH 17 i Iw z cn O 00 E I� S3 W = HORZ 0 20 40 LLUU �O 0 o / I N ice / I U U — N Q Z w o STA. 1 +01 .84, 35.00' R I I VERT 0 5 10 0 CZ — — IE: 2569.86 Z U) '— c III I _ — _ — - - - - - - - - - - - - - I SCALE IN FEET LU O 0 SEE SHEET C-208 N 2580 2580 RECORD SUBGRADE ® PIPE EXISTING GRADE AL PIPE BCD\r ENsEN0 2575 - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2575 6 - - - - - - - - - - - - — 499�F OF q� S . 0.39% 10 13/2023 2570 229 LF 8" PVC ® 0.40% 70 LF 8" PVC @ $:�% 2570 DRAWING MH 17 In N STA: 1 +01.84, 0.00' R MH 16 Q Z N Q �o SEE SHEET C-208 Z J 00 N o RIM: �T 2576.93 2565 INV IN: 2569.72 8"(E) SEWER NOTE S ww 2565 INV IN: 2569.72 8"(W) 2569.63 S1 STANDARD MANHOLE PER ISPWC STANDARD DWG o � w m � o Q INV OUT: "`ITT 8 (N) 0 UorJD SD-501 . SET RIM 12" ABOVE SUBGRADE 'r Q R ED o "'°° ja ELEVATION. ALLOW FOR FUTURE 15" ADJUSTMENT ° o L W 2560 2560 TO FINISHED GRADE. Z a m S2 T—TYPE CLEANOUT PER COM STANDARD DWG S1 . w Z of o 0+25 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 O o J � � Z o �, CAP FOR FUTURE EXTENSION. o Z = o w Z S3 35 LF 8" PVC © 0.40% � o n20Z: < U, 0U, � 0 S4 20 LF 8" PVC © $40% 0.45% Q L w o w � = Qo z � S2 � ww °= � p o' _ 0 + CO 1 � wm � z = ' ZI , O J LLJ 2z0 / p • V o I S 1 w oor �/d �/d �/� ���•� X / / MH 18/ Z ; �� ,- - - - SS / - - SS — - - - - SS - - - - - - - - SS N// / �/ �; �j J co O U)I - - - - / // / W IL z Q Z RfE PEE P/E — S 1 / // C/) O / E IDIAN? Ir - co w I /^ — — MH 15 — / / / w,,)h ^ � !, oe 4artment � I..L H / / W c � Q I or Z :C -sir.• Z // / / ■�� Q Z J w o C/) > Q Y W ZJ z co w RECORD DRAWINGS: m W J 0 These record documents have been prepared based on W 2580 2580 information gathered during field observations as well as o information provided by others.The accuracy or W o completeness of information provided by others has not been W FEXISTING GRADE SUBGRADE @ PIPE verified by J-U-B. (n @ PIPE w O If these record drawings are a public record,J-U-B grants 0 the public entity with jurisdiction the right to copy and 2575 2575 disseminate the hard copy or digital image to those who - - - - - - - - - - - - in — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — legitimately request the information in writing.Any release, CE �� use,or reuse by the public entity,any individual,or 35 LF 8" PVC @ $$$ 0.54� 35 LF 8 PVC @ 9 4 0% organization,shall be at the public entity's, individual's, z 0.5 % and/or organization's sole risk and without liability or legal Yexposure to J-U-B. J 2570 185 LF 8" PVC @ 0.4E) 0.39% 2570 Any seals of the registrants included hereon represent that the drafting of the record drawing information was completed wMH 15 CO 1 by staff under the registrants'responsible charge. � J STA: 5+85.42, 0.00' STA: 6+55.40, 0.00' U FILE : 10-20-143_C-210 576.56 RIM: ^_576.1 5 RIM: 2576.75 JUB PROJ.#:10-20-143 2569.80 INV IN: �= 8 (NW) 2570.28INV OUT: 6� 8„(E) DRAWN BY: JGC �^ Z nccn �n " 2565 INV OUT: 8 (s) 2565 DESIGN BY: DSM _o O MH 18 CHECKED BY: DSM cca a. STA: 6+20.27, 0.00' ONE INCH 2576.88 RIM: 25:76.6 AT FULL SIZE, IF NOT ONE co257 .09 INV IN: 25:76:66 8"(W) INCH SCALE ACCORDINGLY 2560 2569. 91NV OUT: 6 8"(SE) 2560 LAST UPDATED:10/12/2023 N I r 4+00 4+50 5+00 5+50 6+00 6+50 6+80 SHEET NUMBER: a � � CZ Y � C-21 0 oCZ