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HEAVY CLEANING AND TELEVISION INSPECTION <br />SEWER <br />MH TO TO MH <br />;5 E <br />0 <br />APPROXIMATE MH <br />BASIN <br />CUT PROTRUDING SERVICE CONNECTION <br />STRUCTURAL SHORT LINERS <br />TO MH LENGTH (LF) <br />SEWER <br />MH <br />FAIRLAWN LN 8 VC <br />TO MH <br />PIPE DIA <br />015 109 <br />APPROXIMATE MH <br />APPROXIMATE <br />BASIN MH <br />REINSTATE <br />STREET I LOCATION (IN) <br />MATERIAL <br />SEWER <br />MH TO MH <br />SO4- 015 <br />PIPE DIA <br />225 <br />APPROXIMATE MH TO SERVICE <br />MATERIAL <br />WHIPPLE RD 8 <br />BASIN MH <br />SUFFIX TO MH SUFFIX STREET f LOCATION (IN) <br />MATERIAL <br />MH LENGTH (LF) <br />APPROXIMATE STATIONING (APPROX. STA) <br />026 <br />BRICK <br />SO4- <br />054 <br />053 <br />WINCHESTER DR <br />8 <br />VC <br />260 <br />1 +52 to 1 +56 - <br />9.3,- <br />SO4- <br />062 <br />061 A <br />WINCHESTER DR <br />8 <br />VC <br />145 <br />0 +96 to 1 +04 - <br />WINCHESTER DR 8 <br />SO4- <br />064 <br />051 <br />TYLER RD <br />8 <br />VC <br />361 <br />2 +94 to 2 +98 - <br />WINCHESTER DR 8 <br />VC <br />SO4- <br />104 <br />C 104 B FAIRLAWN LN ESMT <br />8 <br />VC <br />200 <br />1 +73 to 1 +77 <br />106 <br />WHEELER RD <br />SO4- <br />905 <br />904 <br />LOWELL ST <br />15 <br />AC <br />230 <br />1 +22 to 1 +26 - <br />SEAL <br />SEWER <br />S14-08 H <br />MH <br />TO <br />TO MH <br />TOTAL (LF) <br />24 0 <br />BASIN <br />MH SUFFIX <br />MH <br />SUFFIX <br />STREET I LOCATION <br />TEST AND GROUT SERVICE CONNECTIONS <br />LENGTH (LF) <br />SO4- <br />052 <br />051 <br />SEWER; MH <br />TO MH <br />8 <br />PIPE DIA <br />APPROXIMATE MH APPROXIMATE <br />SO4- <br />053 <br />052 <br />BASIN MH SUFFIX TO MH SUFFIX STREET / LOCATION <br />(IN) <br />MATERIAL TO MH LENGTH (LF) STATION <br />VC <br />277 <br />SO4- <br />054 <br />SO4 053 052 <br />WINCHESTER DR > <br />8 <br />VC <br />277 0+55,1+85 <br />VC <br />260 <br />SO4- <br />056 <br />504- 092 090 <br />A <br />LOCKE, LN <br />8 <br />VC <br />208 0 +71 <br />120 <br />SO4- <br />062 <br />tLd-- <br />V <br />SO4- 094 092 <br />A <br />LOCKE LN <br />8' <br />VC <br />142 0 +89 <br />SO4- <br />064 <br />051 <br />SO4- 905 904 <br />TYLER RD <br />LOWELL ST <br />15 <br />AC" <br />230 0 +24, 1 +33 <br />080 <br />081 <br />A <br />SO4- 915 905 <br />A <br />LOWELL ST <br />15 <br />AC <br />229 0+67,2+01 <br />A <br />090 <br />LOCKE LN <br />8 <br />VC <br />237 <br />SO4 <br />TOTAL (EA) 8 <br />090 <br />A <br />LOCKE LN <br />8 <br />VC <br />SHORT <br />INNERS <br />094 <br />092 <br />LOCKE LN <br />8 <br />VC <br />142 <br />SO4 <br />104 <br />C <br />REINSTATE <br />B <br />FAIRLAWN LN ESMT <br />SEWER <br />VC <br />MH TO MH <br />SO4- <br />PIPE DIA <br />APPROXIMATE <br />MH TO <br />SERVICE <br />LOWELL ST <br />15 <br />BASIN <br />MH <br />SUFFIX TO MH SUFFIX STREET I LOCATION (IN) MATERIAL <br />MH LENGTH (LF) <br />APPROXIMATE STATIONING (APPROX. STA) <br />905 <br />A <br />SO4- <br />052 <br />051 <br />WINCHESTER DR <br />8 <br />VC <br />330 <br />0+33 to 0 +38; 1 +25 to 1 +29; 1 +50 to 1 +54 - <br />Q <br />0� Q <br />SO4- <br />054 <br />053 <br />WINCHESTER DR <br />8 <br />VC <br />260 <br />1 +69 to 1 +73 - <br />ca <br />0 <br />SO4 <br />064 <br />051 <br />TYLER RD <br />8 <br />VC <br />361 <br />2 +53 to 2 +57 - <br />Q <br />SO4- <br />090 <br />A 090 <br />LOCKE LN <br />8 <br />VC <br />237 <br />0 +56 to 0 +60; 1 +83 to 1 +87; 2 +15 to 2 +19 - <br />0. 0 <br />'Q <br />4 <br />TOTAL (LF) <br />33 0 <br />Z <br />Q <br />W <br />CURED -IN -PLACE PIPE <br />3 <br />SEWER <br />MH <br />LLJ <br />TO MH <br />PIPE DIA <br />APPROXIMATE MH TO <br />a. <br />BASIN <br />MH <br />SUFFIX TO <br />MH' <br />SUFFIX STREET LOCATION <br />(IN) MATERIAL MH LENGTH (LF) <br />REINSTATE SERVICE (APPROX. STA) <br />SO4- <br />015 <br />225 <br />WHIPPLE RD <br />8 <br />VC <br />221 <br />1+38,2+05 <br />SO4- <br />016 <br />015 <br />WHIPPLE RD <br />8 <br />VC <br />173 <br />0+:34,1+00 <br />SO4- <br />021 <br />w <br />020 <br />WHIPPLE RD <br />8 <br />VC <br />204 <br />1 +21 <br />SO4- <br />024 <br />023 <br />WHIPPLE RD <br />8 <br />VC <br />185 <br />- <br />SO4- <br />027 <br />026 <br />WHIPPLE RD <br />8 <br />VC' <br />260 <br />0 +42, 0 +44, 0+46, 2 +00 <br />SO4- <br />054 <br />055 <br />WINCHESTER DR <br />8 <br />VC <br />274 <br />1+03,2+34 <br />SO4- <br />058 <br />055 <br />WINCHESTER DR <br />8 <br />VC <br />372 <br />1+41,2+72 <br />SO4- <br />059 <br />058 <br />WINCHESTER DR <br />8 <br />VC <br />313 <br />0 +03, 0+95,1+03, 2 +59 <br />SO4- <br />061 <br />060 <br />WINCHESTER DR <br />8 <br />VC <br />375 <br />0+65,1+75,2+63 <br />SO4- <br />061 <br />061 <br />A WINCHESTER DR <br />8 <br />VC <br />200 <br />0+32,1+13,1+88 <br />SO4- <br />093 <br />092 <br />LOCKE LN <br />8 <br />VC <br />174 <br />1 +26 <br />SO4- <br />098 <br />099 <br />FISKE RD <br />8 <br />VC <br />328 <br />0+79,0+81,1+90,2+27 <br />SO4- <br />098 <br />100 <br />FISKE RD <br />8 <br />VC` <br />161 <br />0+73,1+08 <br />SO4- <br />106 <br />088 <br />WHEELER RD <br />8 <br />VC <br />192 <br />0 +48, 0 +82, 1 +24 <br />SO4- <br />108 <br />107 <br />FAIRLAWN LN <br />8 <br />VC <br />249 <br />1 +53 <br />SO4 <br />109 <br />108 <br />FAIRLAWN LN <br />8 <br />VC <br />253 <br />0+88,1+25,1+52,1+86 <br />SO4- <br />114 <br />111 <br />FAIRLAWN LN <br />8 <br />VC <br />156 <br />1+19,1+26 <br />SO4 <br />913 <br />912 <br />LOWELL ST <br />8 <br />VC <br />182 <br />- <br />S14 <br />149 <br />148 <br />THERESA AVE <br />8 <br />VC <br />119 <br />0 +69 <br />TOTAL <br />4,391 <br />41 <br />HEAVY CLEANING AND TELEVISION INSPECTION <br />SEWER <br />MH TO TO MH <br />;5 E <br />0 <br />APPROXIMATE MH <br />BASIN <br />CUT PROTRUDING SERVICE CONNECTION <br />STREET I LOCATION PIPE DIA (IN) MATERIAL <br />TO MH LENGTH (LF) <br />SEWER <br />MH <br />FAIRLAWN LN 8 VC <br />TO MH <br />PIPE DIA <br />015 109 <br />APPROXIMATE MH <br />APPROXIMATE <br />BASIN MH <br />SUFFIX TO MH SUFFIX <br />STREET I LOCATION (IN) <br />MATERIAL <br />TO MH LENGTH (LF) <br />STATION <br />SO4- 015 <br />(BASIN <br />225 <br />SUFFIX STREETILOCATION <br />MATERIAL <br />WHIPPLE RD 8 <br />VC <br />221 <br />2 +05 <br />SO4 027 <br />030 <br />026 <br />BRICK <br />5.7 <br />WHIPPLE RD 8 <br />VC <br />260 <br />0+46,2+00 <br />SO4- 052 <br />FISKE RD <br />051 <br />9.3,- <br />WINCHESTER DR 8 <br />VC <br />330 <br />3 +03 <br />SO4- 058 <br />BRICK6.3` <br />BRICK <br />055 <br />WINCHESTER DR 8 <br />VC <br />372 <br />1 +41 <br />SO4- 059 <br />6.0 <br />058 <br />r <br />4 ,..._ <br />WINCHESTER DR 8 <br />VC <br />313 <br />0+03,0+95 <br />9.0 <br />. <br />504- <br />106 <br />WHEELER RD <br />TOTAL. (EA) <br />7 <br />Ld <br />w <br />S -0 r <br />CLEAN, INSPECT, TEST AND <br />SEAL <br />SEWER <br />S14-08 H <br />MH <br />TO <br />TO MH <br />BRICK <br />APPROXIMATE MH <br />BASIN <br />MH SUFFIX <br />MH <br />SUFFIX <br />STREET I LOCATION <br />PIPE DIA (IN) MATERIAL TO MH <br />LENGTH (LF) <br />SO4- <br />052 <br />051 <br />WINCHESTER DR <br />8 <br />VC <br />330` <br />SO4- <br />053 <br />052 <br />WINCHESTER DR <br />8 <br />VC <br />277 <br />SO4- <br />054 <br />053 <br />w <br />WINCHESTER DR <br />8 <br />VC <br />260 <br />SO4- <br />056 <br />057 <br />FISKE RD <br />8 <br />VC <br />120 <br />SO4- <br />062 <br />tLd-- <br />V <br />061 <br />A <br />WINCHESTER DR <br />8 <br />VC <br />145 <br />SO4- <br />064 <br />051 <br />TYLER RD <br />8 <br />VC <br />361 <br />SO4- <br />080 <br />081 <br />A <br />BLUEBERRY LN <br />8 <br />VC <br />177- <br />SO4- <br />090 <br />A <br />090 <br />LOCKE LN <br />8 <br />VC <br />237 <br />SO4 <br />092 <br />090 <br />A <br />LOCKE LN <br />8 <br />VC <br />208 <br />SO4 <br />094 <br />092 <br />LOCKE LN <br />8 <br />VC <br />142 <br />SO4 <br />104 <br />C <br />104 <br />B <br />FAIRLAWN LN ESMT <br />8 <br />VC <br />200 <br />SO4- <br />905 <br />J <br />904 <br />LOWELL ST <br />15 <br />AC <br />230 <br />SO4- <br />915 <br />0 <br />905 <br />A <br />LOWELL ST <br />15 <br />AC <br />229 <br />z: <br />0 z <br />N <br />Q <br />0� Q <br />TOTAL <br />2,916 <br />HEAVY CLEANING AND TELEVISION INSPECTION <br />SEWER <br />MH TO TO MH <br />;5 E <br />0 <br />APPROXIMATE MH <br />BASIN <br />MH SUFFIX MH SUFFIX <br />STREET I LOCATION PIPE DIA (IN) MATERIAL <br />TO MH LENGTH (LF) <br />SO4- <br />115 114 <br />FAIRLAWN LN 8 VC <br />269 <br />S14- <br />015 109 <br />BOW ST 8 VC <br />102 <br />MH <br />TOTAL <br />37'i <br />a <br />m <br />0 <br />0 <br />0 <br />a <br />t <br />;5 E <br />0 <br />Q <br />t � D C . <br />{ } #24 <br />OPEN CUT <br />#22 S14 ={329 z <br />X34 ! <br />CQ <br />MANHOLE CEMENTITIOUS LINING <br />` 0 <br />POINT REPAtR <br />3 f <br />.i. c..'' <br />SEE SHEET" C-4 c�3 <br />_ _ 49 .�.ryr} <br />,#3 <br />SEWER <br />MH <br />APPROXIMATE <br /># <br />ors , <br />(BASIN <br />MH <br />SUFFIX STREETILOCATION <br />MATERIAL <br />MH DEPTH F <br />2 <br />` ? TON ; <br />SO4- <br />030 <br />RUSSELL. RD <br />BRICK <br />5.7 <br />� <br />a � �s <br />SO4- <br />056 <br />FISKE RD <br />BRICK <br />9.3,- <br />CL <br />,L <br />w <br />504 - <br />067 <br />TYLER RD <br />BRICK6.3` <br />BRICK <br />5.6 <br />-� s4~�os_. <br />` <br />SO4- <br />SO4- <br />074 <br />081 <br />TYLER RD <br />BLUEBERRY LN <br />BRICK <br />6.0 <br />r <br />4 ,..._ <br />SO4- <br />092 <br />LOCKE LN <br />BRICK <br />9.0 <br />. <br />504- <br />106 <br />WHEELER RD <br />LINED <br />7.6 <br />Ld <br />w <br />S -0 r <br />m <br />S14-08 H <br />SO4- <br />113 <br />FISKE RD <br />BRICK <br />6.6 <br />z <br />LLI <br />SO4 <br />911 <br />LOWELL ST <br />BRICK <br />9.8 <br />TOTAL <br />66.9 <br />o <br />rV)i> <br />a <br />m <br />0 <br />0 <br />0 <br />a <br />t <br />;5 E <br />0 <br />Q <br />t � D C . <br />c <br />0 <br />C <br />CQ <br />Cr 3 <br />` 0 <br />< <br />n <br />c <br />0 <br />:,:, <br />CL <br />,L <br />w <br />c.� <br />v <br />n <br />O <br />Ld <br />w <br />m <br />t <br />Q- <br /><t <br />z <br />LLI <br />in <br />Q <br />z <br />m <br />o <br />rV)i> <br />x <br />c 3 <br />n _ <br />w <br />Li- <br />O <br />w <br />m <br />n <br />td <br />o! <br />o <br />aC <br />tLd-- <br />V <br />c� <br />ui <br />cu <br />o: <br />a <br />0 <br />z <br />SETTS b3 <br />3 <br />ca c� <br />z J <br />Y 0 z t7 <br />0 <br />d <br />m <br />cL <br />C <br />m <br />v <br />J <br />z <br />V) <br />n <br />Z <br />0 <br />H <br />th <br />Z <br />tW U) <br />W <br />� c/) <br />o <br />z: <br />0 z <br />N <br />Q <br />0� Q <br />U <br />.�! <br />0 <br />T- <br />. <br />a -- <br />zN <br />w . 0- <br />ca <br />0 <br />O , <br />to <br />x <br />J <br />Q <br />Lt <br />O 0- <br />to <br />z <br />d <br />0. 0 <br />'Q <br />4 <br />Z <br />Q <br />W <br />v <br />(') <br />3 <br />LLJ <br />Q <br />a. <br />i.1.I <br />O <br />z <br />V <br />c� <br />v-- <br />cv <br />v <br />w <br />u <br />SHEET 8 OF 1 4j <br />a <br />m <br />0 <br />0 <br />0 <br />a <br />t <br />