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C-206
HORZ 0 20 40 (rJ-U-B 7---7-001"r J-U-B ENGINEERS, INC. VERT 0 5 10 1 SCALE IN FEET CU z J N / _ - - _ _ _ _ _ — , -STA: 13+48.78, 44.0' L /��// / /// I w W .(n p 00 m E STA: 10+96.65, 22.2 L IE: 2565.15 Ip / I IE: 2564.8T / / // I w I Q W U C? -6 S2 l JI \ \ - S7 2564.14 — i // -o- I O z W � o / CZ / .- - J _ I (n / i / KIWI Z � c � m 03 rid m / ` d — �/d — �/d _ — — / �� __— _ — I _J W o �� \� S5 -- - - - - - - - - - - - - - - - - - - - - - - 1 — d �I � N T - - - - - IL � �3 '� � � ROAD D �� ' T'I RECORD 10+00 11+00 12+00 — I a Cn m \ +00 14+00 / 1 +0071 I it o �C' L � ' / 0� S3 S3 / I AL �S�\r ENSFVC I \ SS m S SS S SSLLJ SS SS 9 s M H 12_ SS - - - - —M H 1 1 // W I S 1 _ SS 0 6 \ 1 _ — — — — — �• °'� — — — 174°52''49" S3 — J I oar — — — \ —� T i /E / / \ SS ---- - - - - - - - ----- LE /�� - - - S2 S2 r / // - - - - - -- - - - - - - - - - - - - — — — � - - - -I JI I l S . \ STA: 10+14.89, 10.0' R I 7 1 $�� ✓ / / / - - - - - - - - - - - - - - - - - - - \ / / \I - - _ - - - I I 12 4/2023 a \ IE: 2565.18 STA: 10+95.92, 22.8 R/ / / f— Fes& — P- E — P � — _ _ I I D RAW I N G 2565.24 /IE: 2565.Od / / 1 I / / // S8 \ � � I I� I I o NO NOW 1 / 1 1 / I I I I I Q ~ W NNQ Z J m It N I I p = W W N I (-_ U) ZQ0 �tE S2 \ I I I o � omI ooa STA: 13+48.78, 50.0' R I I 11 U p � 0 1 I IE: 2864.01 ' 2564.08 \ I I I I o� Q E m o COCO0° I 1 / I I / I III w 0 Ui X 1 L L i I o 111 ! m � Z_ o � � SEE SHEET C-203 " ~ - } zQ � � m ¢ caZw z W O 0 2585- 2585oQ � � ZO� Lo w — U) > p LOU U Z J 0 W — D 0 = H Q CL WO � HJ ('3('3CE z U Q � o � o w D: � � = QQ� 2580 SUBGRADE AT 2580 Q W LU ° c 0 FINISHED GRADE AT FUTURE ROADWAY FUTURE ROADWAY � > W ~ cc , WM < �lY Jw0u- ) 00 Q U) Lu U U mw -, Ww WW 2 < >- 2575 2575 o � Q ° N r IZ ( - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O N U 2570 2570 N O W 334 LF 8" PVC 0 0.40% " W W 2565- 2565 73 LF 8 PVC ® 0.40� 1 18 LF 8" PVC ® 6-4$3� 0.53 W LL W O y C/) rY a MH 12 I.L Ir 2560 STA: 13+48.78, 10.00' R MH 11IM 2560 p 2575.57 RIM: 2575.4 STA: 14+22.27, 10.00 R MH 10 W 2576.07 RIM: 4 STA: 15+40.18, 20.49 R z F 2 63.92 INV IN: n�5 8"(W) Q W 2 63.92 INV IN: _` 8 g» S 2553.53 INV IN: 254 8'�(W) nRIM: 2575.76 Q nccz oc ��( ) 256 .43 INV OUT: �3-? 8 (E) 2562.8 INV IN: T 8 (W) z 2 63.92 INV IN. �� 8 (N) z Q a 25 3:82 INV OUT: 2563.75 8"(E) Q J 2555 2555 Cn W0- ui 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 U) > Z J RECORD DRAWINGS: J W j W These record documents have been prepared based on I..I.M J information gathered during field observations as well as p 0 information provided by others.The accuracy or cc o completeness of information provided by others has not been E IDIZ IAN+— W O SANITARY SEWER NOTES verified by J-U-B. wg k=or,.. s. �Cnignb Cpn.trucYpn pplsm.ntal Spxil n If these record drawings are a public record,J-U-B grants gk • ■ w the public entity with jurisdiction the right to copy and F�• r S 1 REMOVE EXISTING C LEAN O UT AND INSTALL NEW disseminate the hard copy or digital image to those who �, •,',; O cc SANITARY SEWER MANHOLE. legitimately request the information in writing.Any release, C,{• • wuse,or reuse by the public entity,any individual,or �}� s2 T—TYPE CLEANOUT PER COM STANDARD DWG S1 . organization,shall be at the public entity's, individual's, and/or organization's sole risk and without liability or legal z CAP FOR FUTURE EXTENSION. ❑■ ,� , exposure to - - . W S3 STANDARD MANHOLE PER ISPWC STANDARD DWG Any seals of the registrants included hereon represent that SD-501 . RIM ELEVATION SHOWN IN PROFILE the drafting of the record drawing information was completed VIEW IS FINISHED GRADE. MANHOLE RIMS TO BE by staff under the registrants'responsible charge. o W SET 6" BELOW FINISHED GRADE. E Q S4 NOT USED FILE 10-20-143_C-207 JUB PROJ.#:10-20-143 Ir DRAWN BY: JGC W s5 30 LF 6" PVC © 1 .00% U DESIGN BY: DSM m o v S6 12 LF 6" PVC 1 .00% CHECKED BY: DSM m ONE INCH AT FULL SIZE, IF NOT ONE S7 54 LF 8" PVC @ 0.40%.co Cl) INCH.SCALE ACCORDINGLY C,JLAST UPDATED:10/12/2023 CJ MM " S8 40 LF 8" PVC @ 0.40%. p N a SHEET NUMBER: � T N c) C-206 2 oCZ