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%" PC200 PVC <br />P.S. SERVICE STUB, <br />PLUGGED (TYP.) - <br />1Y" CHECK VALVE - <br />(TYP.) <br />1Y" BALL VALVE <br />AND BOX (TYP.)— <br />r <br />1 <br />r <br />i <br />4ZO o <br />f j <br />� <br />t # 87 <br />GAR. SIL! _ — <br />BENCHMARK —TBM 2 <br />SPK 1' UP IN UTILITY <br />POLE NO.27 <br />EL= 119.28 <br />i <br />85 <br />119.F2 <br />v t V- <br />+ 1 <br />� A / �� � <br />� <br />38 <br />LIP m <br />ii <br />I R ?I�h= 1t8.17 <br />i jNV= 115.17 <br />FLUSHING <br />CONNECTION m <br />1Y2" PC200 PVC T -3 <br />PRESSURE SEWER \ r <br />J _a <br />D1VH ! `� <br />R:rs ='s.js J 1Y BALL VALVE <br />NV IN — 512.75 <br />INV IN 512.05 �� AND BOX <br />INV©i1t05— , <br />1 <br />_Haas <br />!NV IN = 11315 <br />€NV !N = '12.75 <br />/ INV G'UT= 112.85 <br />s; <br />SURVEY INFORMATION TAKEN FROM <br />4G CONDITIONS PLAN, WESTVIEW STREET <br />TON, MA; JULY 24, 2000 <br />OF LEXINGTON, ENGINEERING DIVISION <br />.AL DATUM — N.G.V.D., 1929 — M.S.L. <br />t <br />-- _ , 2' , <br />3 10"Ew <br />UPj92/25 <br />BALL BITT <br />7 A . BIT. cGNC. VALVE AND BOX <br />vj 1Y2" BALL <br />VALVE AND BOXi <br />t X40 <br />R W - qMH <br />A �!NV O ' 111E_7o <br />\F�� j SEE NOTE 7 <br />1)'' PC200 PVC \ <br />PRESSURE SEWER v , <br />� <br />q _ <br />c„ <br />PLAN \ <br />SCALE: 1 " =40' <br />BENCHMARK -TBM 3 <br />TOP HYDRANT SPINDLE <br />ELEV= 125.58 <br />75 <br />Ff IRS <br />7,12 <br />R e <br />GRAVEL <br />% f RIVE \ <br />6 ° THRUST BLOCK <br />P -1 (TYP.) �\ <br />TBM -3 <br />iZEY <br />' °4' WESTVaW - `STREET_ <br />"'E)� UP #24 UP# <br />FLUSHING I <br />CONNECTION I <br />— SMH <br />4 R 1M = 121.50 <br />NV CCU T= 115.70) <br />s <br />1 19/14/011 JR AS BUILT <br />NO. I DATE BY DESCRIPTION <br />REVISIONS <br />■ <br />y V 1 i 1 " • <br />p # 81 <br />(� k� 81L`= <br />1Y5 PC200 PVC <br />22.132 f <br />PRESSURE SEWER <br />I <br />i <br />CONIC <br />l <br />r <br />—= 1 Ew — \I jQO N <br />° 2# 00 IN h; <br />FLUSHING <br />CONNECTION m <br />1Y2" PC200 PVC T -3 <br />PRESSURE SEWER \ r <br />J _a <br />D1VH ! `� <br />R:rs ='s.js J 1Y BALL VALVE <br />NV IN — 512.75 <br />INV IN 512.05 �� AND BOX <br />INV©i1t05— , <br />1 <br />_Haas <br />!NV IN = 11315 <br />€NV !N = '12.75 <br />/ INV G'UT= 112.85 <br />s; <br />SURVEY INFORMATION TAKEN FROM <br />4G CONDITIONS PLAN, WESTVIEW STREET <br />TON, MA; JULY 24, 2000 <br />OF LEXINGTON, ENGINEERING DIVISION <br />.AL DATUM — N.G.V.D., 1929 — M.S.L. <br />t <br />-- _ , 2' , <br />3 10"Ew <br />UPj92/25 <br />BALL BITT <br />7 A . BIT. cGNC. VALVE AND BOX <br />vj 1Y2" BALL <br />VALVE AND BOXi <br />t X40 <br />R W - qMH <br />A �!NV O ' 111E_7o <br />\F�� j SEE NOTE 7 <br />1)'' PC200 PVC \ <br />PRESSURE SEWER v , <br />� <br />q _ <br />c„ <br />PLAN \ <br />SCALE: 1 " =40' <br />BENCHMARK -TBM 3 <br />TOP HYDRANT SPINDLE <br />ELEV= 125.58 <br />75 <br />Ff IRS <br />7,12 <br />R e <br />GRAVEL <br />% f RIVE \ <br />6 ° THRUST BLOCK <br />P -1 (TYP.) �\ <br />TBM -3 <br />iZEY <br />' °4' WESTVaW - `STREET_ <br />"'E)� UP #24 UP# <br />FLUSHING I <br />CONNECTION I <br />— SMH <br />4 R 1M = 121.50 <br />NV CCU T= 115.70) <br />s <br />1 19/14/011 JR AS BUILT <br />NO. I DATE BY DESCRIPTION <br />REVISIONS <br />■ <br />y V 1 i 1 " • <br />