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ti <br />200 0 200 <br />SCALE: 1"=200' <br />rTi 05rr -1 <br />MANHOLE CEMENTITIOUS LINING <br />cn <br />C 0 <br />CL <br />co <br />STRUCTURAL SHORT LINERS <br />TOTAL <br />468 <br />� <br />TEST AND GROUT SERVICE CONNECTIONS- <br />SEWER <br />SEWER <br />REINSTATE <br />SEWER <br />PIPE DIA <br />MH <br />TO MH <br />APPROXIMATE <br />PIPE DIA <br />APPROXIMATE MH TO <br />SUFFIX TO MH SUFFIX <br />SERVICE <br />BASIN <br />MH SUFFIX TO MH <br />SUFFIX <br />STREET I LOCATION <br />(IN) MATERIAL <br />MH LENGTH (LF) APPROXIMATE STATIONING <br />(APPROX. STA) <br />S05- <br />201 <br />200 <br />161 <br />RUMFORD RD <br />8 AC <br />95 <br />0 +75 to 0 +79 <br />- <br />S05- <br />986 <br />990 <br />0 +13 <br />MAPLE ST <br />8 VC <br />118 <br />0 +18 to 0 +23 <br />- <br />S05- <br />996 <br />A 996 <br />S05 _ <br />MAPLE ST <br />8 VC <br />229 <br />1 +71 to 1 +75 <br />1 +73 <br />146 <br />+ <br />1.33 <br />505- <br />99 7 <br />B 99 7 A <br />A T <br />MAPLE LE S <br />TOTAL (LF) <br />13 <br />1 <br />0+43,1+94 <br />182 <br />WOBURN ST <br />PRECAST <br />11.4 <br />SHORT LINERS <br />TOTAL EA <br />fi <br />�. <br />m <br />z <br />0 <br />505- <br />196. <br />WOBURN ST <br />REINSTATE <br />SEWER <br />MN <br />TO MH <br />Q <br />PIPE DIA <br />APPROXIMATE MH TO <br />APPROXIMATE <br />SERVICE <br />BASIN <br />MH <br />SUFFIX TO MH SUFFIX <br />STREET I LOCATION (IN) - MATERIAL MH LENGTH (LF) <br />STATIONING <br />(APPROX. STA) <br />S05- <br />956 <br />230 <br />A <br />MAPLE ST <br />8 VC <br />306 <br />1 +16 to 1 +20, 1 +2? to 1 +31 <br />' '; <br />- <br />S05- <br />199 <br />RUMFORD RD <br />PRECAST <br />7.6 <br />1 +44 to 1 +48 <br />S05- <br />990 <br />992 <br />m <br />MAPLE ST <br />10 VG <br />241 <br />0 +64 to 0 +68; 1 +59 to 1 +63 <br />0+66,1+61 <br />S05- <br />996 <br />A 996 <br />MAPLE ST <br />8 VC <br />229 <br />0 +39 to 0 +43; 1 +59 to 1 +63 <br />0+41,1+61 <br />S05- <br />209 <br />WEBB ST <br />PRECAST <br />12.2 <br />TOTAL (LF) <br />28 <br />4 <br />Gy <br />HEAVY CLEANING AND TELEVISION <br />INSPECTION <br />S05- <br />210 <br />WEBB ST <br />PRECAST <br />SEWER <br />MH <br />TO TO MH <br />C? n P� <br />Q QJ >t"►3 H <br />{g Z <br />APPROXIMATE MH <br />BASIN <br />MH SUFFIX <br />MH SUFFIX <br />STREET I LOCATION <br />PIPE DIA (IN) MATERIAL <br />TO MH LENGTH (LF) <br />CL <br />a <br />S05- <br />171 A' <br />171 <br />MAPLE ST <br />8 AC <br />253 <br />S05- <br />912 <br />BUTTERFIELD RD <br />S05- <br />230 <br />230 A <br />MAPLE ST <br />10 VC <br />215 <br />;> <br />ggyy { <br />ti <br />200 0 200 <br />SCALE: 1"=200' <br />rTi 05rr -1 <br />MANHOLE CEMENTITIOUS LINING <br />cn <br />C 0 <br />CL <br />co <br />a 0 <br />TOTAL <br />468 <br />� <br />TEST AND GROUT SERVICE CONNECTIONS- <br />SEWER <br />SEWER <br />MH TO MH <br />APPROXIMATE <br />PIPE DIA <br />v <br />APPROXIMATE MH <br />APPROXIMATE <br />BASIN <br />MH <br />SUFFIX TO MH SUFFIX <br />STREET I LOCATION <br />(IN) <br />MATERIAL <br />TO MH LENGTH (LF) <br />STATION <br />S05- <br />216 <br />217 <br />WEBB ST <br />8 <br />AC <br />161 <br />1 +04 <br />S05- <br />923 <br />921 <br />SOLOMON PIERCE RD <br />8 <br />PVC <br />150 <br />0 +13 <br />- <br />S05 <br />933 <br />93 2 <br />SOLOMON PIER RD <br />CE <br />8 <br />PV G <br />2 1 <br />8 <br />+ <br />2 10 <br />S05 _ <br />984 <br />987 <br />MAPLE ST <br />8 <br />VC <br />146 <br />+ <br />1.33 <br />505- <br />99 7 <br />B 99 7 A <br />A T <br />MAPLE LE S <br />1 0 <br />VC <br />239 <br />0+43,1+94 <br />182 <br />WOBURN ST <br />PRECAST <br />11.4 <br />TOTAL EA <br />fi <br />ti <br />200 0 200 <br />SCALE: 1"=200' <br />+o Z <br />CD <br />rTi 05rr -1 <br />MANHOLE CEMENTITIOUS LINING <br />cn <br />C 0 <br />CL <br />co <br />a 0 <br />c <br />#16 <br />� <br />E 0 <br />SEWER <br />MH <br />APPROXIMATE <br />sc <br />v <br />{ <br />w <br />' d #857 <br />t <br />4 <br />BASIN <br />MH SUFFIX <br />STRFTILOCATION <br />MATERIAL <br />MH DEPTH F <br />( ) <br />0 <br />.� <br />w <br />505- <br />150 <br />VILLAGE CIR <br />B R ICK <br />6 .9 <br />a <br />17 <br />S05- <br />182 <br />WOBURN ST <br />PRECAST <br />11.4 <br />�. <br />m <br />z <br />0 <br />505- <br />196. <br />WOBURN ST <br />PRECAST <br />11.5 <br />Q <br />CL <br />4c <br />z <br />0 <br />S05- <br />197 <br />WOBURN ST <br />PRECAST <br />12.0 <br />v)- <br />r <br />0 <br />n <br />Ld <br />o <br />S05- <br />199 <br />RUMFORD RD <br />PRECAST <br />7.6 <br />S05 -9361 !SO5 -937 <br />m <br />S05- <br />206 <br />WOBURN ST <br />PRECAST <br />12.1 <br />w <br />{n <br />#12 <br />' e t m, �f75 <br />W <br />S05- <br />209 <br />WEBB ST <br />PRECAST <br />12.2 <br />a� <br />Gy <br />0 <br />a <br />S05- <br />210 <br />WEBB ST <br />PRECAST <br />9.0 <br />G��S iTS 46, <br />C? n P� <br />Q QJ >t"►3 H <br />{g Z <br />y <br />S05- <br />222 <br />YOUNG ST <br />PRECAST <br />6.1 <br />CL <br />a <br />S05- <br />912 <br />BUTTERFIELD RD <br />PRECAST <br />6.8 <br />. <br />;> <br />ggyy { <br />S05- <br />929 <br />SOLOMON PIERCE RD <br />PRECAST <br />5.3 <br />.J <br />a <br />m <br />0 <br />t/7 <br />to <br />F < <br />Z— <br />�- N <br />m <br />� Y <br />S05- <br />S05- <br />933 <br />938 <br />SOLOMON PIERCE RD <br />SOLOMON PIERCE RD <br />PRECAST <br />PRECAST <br />8.8 <br />9.3 <br />tV <br />C> Q <br />Z <br />� <br />so-s <br />SEWER <br />BASIN 05 <br />0- <br />S05- <br />943 <br />BUTTERFIELD RD <br />PRECAST <br />5.7 <br />Z Z <br />w,,,, <br />s- <br />I- <br />to <br />=v- <br />S05- <br />988 C <br />MAPLE` ST <br />BRICK <br />8.2 <br />W <br />o <br />C) <br />0- M <br />Z <br />f <br />t <br />S05- <br />990 <br />MAPLE ST <br />BRICK <br />8.3 <br />t- <br />Q <br />1 f <br />0- <br />S05- <br />998 B <br />MAPLE ST <br />BRICK <br />7.5 <br />z <br />U <br />0 <br />0 <br />TOTAL <br />148.7 <br />I <br />3b04 <br />v- <br />N <br />z <br />u <br />._..i <br />L- <br />SHEET 10 <br />CLEAN, INSPECT, TEST AND SEAL <br />SEINER <br />MH TO <br />TO M <br />APPROXIMATE MH <br />BASIN <br />MH <br />SUFFIX MH <br />SUFFIX STREET I LOCATION <br />PIPE DIA (IN) <br />MATERIAL <br />TO MH LENGTH (LF) <br />S05- <br />201 <br />200 <br />RUMFORD RD <br />8 <br />AC <br />95 <br />S05- <br />216 <br />217 <br />WEBB ST` <br />8 <br />AC <br />161 <br />S05- <br />956 <br />230 <br />A MAPLE ST <br />8 <br />VC <br />306 <br />S05- <br />984 <br />987 <br />MAPLE ST <br />8 <br />VC <br />146 <br />S05- <br />986 <br />990 <br />MAPLE ST <br />8 <br />VC <br />118 <br />S05- <br />990 <br />992 <br />MAPLE ST <br />10 <br />VC <br />241 <br />S05- <br />996 <br />A 996 <br />MAPLE ST <br />$ <br />VC <br />229 <br />S05- <br />997 <br />B 997 <br />A MAPLE ST <br />10 <br />VC <br />239 <br />S05- <br />998 <br />B 998 <br />A MAPLE ST <br />8 <br />AC <br />174 <br />TOTAL <br />1,709 <br />CUT PROTRUDING SERVICE CONNECTION <br />SEWER <br />MH <br />TO MH PIPE DIA <br />APPROXIMATE MH APPROXIMATE <br />BASIN MH <br />SUFFIX TO MH SUFFIX STREET /LOCATION - (IN) <br />MATERIAL <br />TO MH LENGTH (LF) STATION <br />S05- 986 <br />990 <br />MAPLE ST 8 <br />VC <br />118 <br />0 +21 <br />TOTAL (EA) 1 <br />+o Z <br />CD <br />rTi 05rr -1 <br />0 <br />cn <br />C 0 <br />CL <br />co <br />a 0 <br />c <br />c <br />� <br />0 ,�..,.. 475 <br />E 0 <br />V1 u <br />sc <br />� 41" <br />{ <br />t <br />' d #857 <br />t <br />4 <br />+o Z <br />CD <br />C <br />E <br />0 <br />cn <br />C 0 <br />CL <br />co <br />a 0 <br />c <br />c <br />� <br />1 <br />01 � <br />CO <br />V1 u <br />a <br />0 <br />.� <br />w <br />U <br />N <br />a) <br />a <br />O <br />o% <br />r <br />w <br />w <br />�. <br />m <br />z <br />0 <br />ci <br />Q, <br />z <br />w <br />Q <br />CL <br />4c <br />z <br />0 <br />m <br />v)- <br />0 <br />n <br />Ld <br />o <br />ri. <br />m <br />a <br />w <br />w <br />w <br />{n <br />W <br />a� <br />Gy <br />0 <br />a <br />O <br />z <br />G��S iTS 46, <br />C? n P� <br />Q QJ >t"►3 H <br />{g Z <br />yQWt1100 <br />m 0; <br />CL <br />a <br />m= <br />J <br />m <br />W <br />z <br />U) <br />.J <br />a <br />m <br />0 <br />t/7 <br />to <br />F < <br />Z— <br />�- N <br />m <br />� Y <br />r) <br />0 <br />0 <br />tV <br />C> Q <br />Z <br />4 <br />o <br />Q <br />N <br />0- <br />Z <br />m <br />o <br />Z <br />OOQM <br />t <br />Z Z <br />w,,,, <br />!Xa <br />�Q <br />I- <br />to <br />=v- <br />LA- <br />U-) <br />W <br />F <br />W <br />o <br />C) <br />0- M <br />Z <br />W <br />t <br />w <br />0 <br />V) <br />t- <br />Q <br />0- <br />W <br />0 U) <br />z <br />U <br />0 <br />0 <br />I <br />3b04 <br />v- <br />N <br />z <br />u <br />._..i <br />L- <br />SHEET 10 <br />