', � - " r-. , • .,: • - - 0 ..i :r 0 w w �• • � < < e < z 0 z � �' � w w z z w �u <Z 05 - ' ;: q rJ � SP:? ::-§ 'w .l!l ti:i •J Oo -�2o "u " z w-, w� �uN - /5/SJ 55, . •• (0 fw w I (/) z 0 0 w ::::J z fz 11 0 0 0 A I lO + lO II; N l (/) I / i i 485 480 475 470 465 460 I I I I I I I I I I I I ) I / I J I I I I I I I / I I I, I I I I I f I I I I I I I I I I I I I I I I I I 1/ / I I I I j I I I / I I / � 8 I t I I I I I I I I I I I /. I I I I I II I I I I 7 I INSTALL 12" PVC SOR-26 GRAVITY SEWER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT . 8+00 , , ION INSTALL A MARKER T POST/ TEST STATION ONTRACTOR SHALL CLEAR A RUSH, ETC WITHIN THE EASE I ( \ I \ \ ( I I MH 13: STA:27+19.87 LINE A RlM. 444.28 DEPTH 11.6' \ I ) I/ I/ / . �---...... / 1j1 /. ,1 ,J ,,.-- ---- \'("' '-- :_,\\\\ ___,,, "'" \\ � -" / RIBUTAR 0 TO STA. 2 + N EROSION ANKET I \ / I \ • tNV IN: 432.85 12" PVC FROM MH 14 INV OUT: 432.65 12" PVC TO MH 12 N 1236785.73, E 2829695.04 1 INSTALL A SILT FENCE ' 455 INSTALL A BOLT DOWN FRAME AND LID i-+-+---+---+---+---t---t-�,�EXISTING GRADE REMOTE MANHOLE 450 ...__ MH 12: STA:25+48.85 LINE A t:= RIM: 428.52 DEPTH: 8 9' 445-L...._ INV IN: 419.82 12" PVC FROM MH 13 � _,,, INV OUT: 419.62 12" PVC TO MH 11 N 1236744 85, E 2829528.98 440- INSTALL A BOLT DOWN FRAME AND LID REMOTE MANHOLE 435 430 425 420 415 410 0 0 +"' N INSTALL 236' of 12" PVC SDR-26 @ 1.25% SLOPE " 0 0 0 0 + + " <O N N 0 0 + m N \ I J "'' '' ' '" \ ;::,., \ \ .". \ \ \ . ' ', \ . \\\ \ •, \. I LINE A STA. 25+45 to STA. 34+60 I INSTALL A SILT FENCE I MH 14: STA:29+55.80 LINE A RIM: 444.87 DEPTH: 9.1' INV IN: 436.00 12" PVC FROM MH 15 INV OUT: 435.80 12" PVC TO MH 13 N 1236841.91, E 2829924.19 INSTALL A BOLT DOWN FRAME AND LID REMOTE MANHOLE 0 0 + 0 n Station Horizontal Scale: 1 "=30' 0 0 +- n "-, LOT 24 \ __ I 1.____ CONTINUED ON SHEET 9 I T MH 16: STA:34+24 49 LINE A RIM 467.97 DEPTH: 8.7' INV IN: 459.48 12" PVC FROM MH 17 MH 15: STA:31+81 36 LINE A RIM: 462.25 DEPTH: 10 5' INV IN: 451.99 12" PVC FROM MH 16 INV OUT: 451.79 12" PVC TO MH 14 N 1236916.61, E 2830137.02 INV IN: 459.48 8" PVC FROM UPSTREAM MH 21 t-t=:=t=:=:=t_ INV OUT: 459.28 12" PVC TO MH 15 □ N 1236972.88, E 2830373.56 0 0 + N n " SDR-26 @ 3.000/0 SLOPE INSTALL 243' of 12 PVC i STA 34+24 TO STA 34+60 SOIL STA. 31+81 TO STA 34+24 SOIL TO '--''-"---'-I TO BE MANUALLY COMPACTED BE MANUALLY COMPACTED TO MIN. TO MIN. 95% COMMON PROCTOR 95% COMMON PROCTOR 0 0 + n n 0 0 + .,. n - 0 "' +.,. n 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 (/)-I )> <,) (J1 + � 0 () 0 z-I z C rn 0 0 z (/) I rn rn-I 0, 0 II ' c� 0 � 0 II) > 0 II) l) w 1/) 0 l) � � PLAN AND PROFILE • u Q � REVISIONS 7/1/2025 BID SET C 2025 /1.lidwes!�m Engineers. Inc. 802 We�t Broa�way S11-ct'l PO Box :!95 Lougootcc. lndin�J 47553 DAT£ JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. 0.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 7 7 OF 14 I ALE NUMBER l./505$'· I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2