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PVC SEWER. <br />EXISTING S <br />NHOLE. <br />SMH S14 -16 <br />INV.(IN) =8.71 <br />rn <br />3 <br />vi <br />v <br />r <br />0 <br />Q <br />0 <br />0 <br />s <br />1 <br />N <br />N <br />r <br />Q <br />0 <br />X <br />N <br />J <br />r <br />110 <br />PLAN <br />SCALE: t" = 40' <br />I :Ucl <br />,/"KAIJ C'l A I Cl 7 r7 <br />110 <br />PROFILE <br />SCALE: 1 ° =40' HORIZ <br />t " =4' VERT <br />40 20 0 40 80 <br />4 2 0 4 8 <br />HORIZONTAL SCALE: 1"=40' <br />VERTICAL SCALE: 1"=4' <br />COPYRIGHT 2015 WESTON & SAMPSON <br />REMOVE EXISTING <br />MANHOLE AND REPLACE <br />APPROXIMATE <br />REMOVE EXISTING <br />WITH PROPOSED 4' DIA. <br />EXISTING GRADE <br />SEWER AND REPLACE <br />MANHOLE <br />WITH PROPOSED <br />PVC <br />_ — <br />SEWER <br />� — <br />o <br />o <br />REINSTATE SEWER <br />} <br />FSERVICE AT STA <br />100 <br />+Ofi <br />100 <br />8" CURED <br />IN- -PLACE <br />PIPE <br />I <br />I <br />8 S AG <br />{ <br />► <br />I I <br />50.0140 <br />E <br />r- , <br />� <br />CD �i <br />� <br />S PO <br />8 0336 <br />c3► <br />grs Pvc <br />,,. -� <br />s—° <br />REINSTATE SEWER <br />ars Pvc <br />0 <br />SERVICE AT STA <br />REINSTATE <br />3 +74 <br />vc <br />8 S '? <br />6 VC <br />S�o,po90 <br />=o.0090 <br />SEWER SERVICE <br />6 <br />AT STA 3 +42 <br />90 <br />7 <br />90 <br />REPLACE SEWER SERVICE <br />AND CONNECT TO EXISTING <br />I SEWER SERVICE AT PROPERTY <br />LINE AT STA 1+63 <br />I <br />80 <br />I <br />I I <br />I <br />i <br />80 <br />Q,. <br />(o� <br />I <br />I <br />U) U) <br />_ <br />1275; <br />coati <br />aci <br />n <br />o) <br />rn <br />v <br />> <br />U <br />> <br />NOTES: <br />M <br />�' <br />C) � <br />o <i3 0 <br />°°' <br />tU p s— (, �' <br />�- N Qo (D <br />© <br />,� <br />W <br />1. CONTRACTOR SHALL BUILD BENCH <br />co C) CD m <br />} U -) coo c II <br />° ao'" <br />�— � 't 11 11 H <br />� I � n N <br />* v— co II <br />H I <br />� <br />I 1 N <br />1 <br />( <br />AND INVERT PRIOR TO INSTALLATION <br />0 <br />o¢ N I I <br />+ 00 Z <br />-f - <br />11 d- <br />0w-% d' <br />�c„f. <br />. I I I I t- <br />00 <br />dt N 11 �— <br />� <br />co <br />r' I I F- <br />OF CURED —IN —PLACE PIPE <br />���z <br />z © <br />11 zoo <br />V_ <br />cv <br />z �, N <br />� z o <br />�, ; <br />0 z © <br />�, <br />o z o <br />. <br />(7) co <br />II �.-- ,1--:, <br />' >' <br />z z <br />' <br />�} <br />-»> <br />�ZZZ <br />_ <br />� � <br />��✓ <br />� � g <br />II Z.- ... <br />� > ' } <br />z z z <br />z z <br />� >> <br />� g <br />11 .. <br />z z <br />� 7 > <br />2. ABANDON EXISTING SEWER BETWEEN <br />70 <br />70 <br />SMH S14-163C AND SMH S14-163A <br />0 +00 <br />1+00 2 +00 3 +00 4 +00 <br />5 +00 <br />AND PLUG EACH END. <br />PROFILE <br />SCALE: 1 ° =40' HORIZ <br />t " =4' VERT <br />40 20 0 40 80 <br />4 2 0 4 8 <br />HORIZONTAL SCALE: 1"=40' <br />VERTICAL SCALE: 1"=4' <br />COPYRIGHT 2015 WESTON & SAMPSON <br />