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CON-111-9
SEWER SHORT LINERS TO TO MH 85 SEWER MH APPROXIMATE MH APPROXIMATE BASIN REINSTATE SEWER MH TO MH PIPE DIA APPROXIMATE MH TO APPROXIMATE SERVICE BASIN MH SUFFIX TO MH SUFFIX STREET / LOCATION (IN) MATERIAL MH LENGTH (LF) STATIONING (APPROX. STA) S14- 954 953 CHERRY ST 8 VC 178 0 +24 to 0 +28 - S14- 963 964 SUTHERLAND RD 8 VC 85 0 +02 to 0 +06 - S14- 006 TOTAL (LF) 8 a CLEAN, INSPECT, TEST AND SEAL 202 918 AMES AVE STRUCTURAL SHORT LINERS SEWER MH TO TO MH 85 SEWER MH APPROXIMATE MH APPROXIMATE BASIN S14- 964 019 SUTHERLAND RD 8 VC 240 001 INTERSTATE 95 ESMT BRICK BASIN MH SUFFIX MH SUFFIX STREET I LOCATION PIPE DIA (IN) MATERIAL TO MH LENGTH (LF) A TAFT AVE BRICK 9.6 S14- 965 CHERRY ST BRICK 6.8 007 TOTAL S14- 006 005 BENNETTAVE 8 VC 202 918 AMES AVE STRUCTURAL SHORT LINERS VC 328 0 +69 S14- S14- 007 006 TARBELL AVE- 8 VC 126 SEWER MH TO MH 110 TEST AND GROUT SERVICE CONNECTIONS PIPE DIA APPROXIMATE S14- 007 A 007 TARBELL AVE 8 VC 76 SEWER MH LENGTH (LF) MH TO MH (APPROX. STA) PIPE DIA 5, 939 :j 1 APPROXIMATE MH APPROXIMATE S14- 057 918- AMES AVE 8 VC 326 BASIN MH SUFFIX TO MH SUFFIX STREET I LOCATION (IN) MATERIAL TO MH LENGTH (LF) STATION S14 110 969' BOWKER ST 8 VC 97 S14- 006 005 BENNETTAVE 8 VC 202 0 +84 S14- 183 181 FERN ST 8 VC 62 S14- 007 A 007 TARBELL AVE 8 VC 76 0 +04 S14- 183 184 FERN ST 8 VC 126 S14- 057 918 AMES AVE 8 VC 326 0+18,0+49 S14- 951 959 SUTHERLAND RD 8 VC 269 S14- 951 959 SUTHERLAND RD 8 VC 269 0+22,2+03 514- 954 953 CHERRY ST 8 VC 178 STEVENS RD 8 VC 233 0 +03, 0+65, 0 +67, 0+69,1+54 S14- #782 #754 #736 79#, MASSACHUSETTS AVE 10 VC 156 0+68,0+80,0+85,1+54 RAISE MANHOLE TO GRADE 165 164 S14- 958 957 TAFTAVE 8 VC 88 0 +15 S14 955 953..- TAFTAVE 8 VC 160 SEWER S14- 956 955 A TAFTAVE 8 VC 96 S14- 964 019 SUTHERLAND RD 8 VC 240 0+69,1+39 S14- 957 956 TAFTAVE 8 VC 110 S14- 966 A 965 CHERRY ST 8 VC 76 0 +18 S14 958 957 TAFT AVE 8 VC 88 TOTAL (EA) 10 S14- 963 964 SUTHERLAND RD 8 VC 85 SEWER MH MH APPROXIMATE BASIN S14- 964 019 SUTHERLAND RD 8 VC 240 001 INTERSTATE 95 ESMT BRICK 20.0 S14- 047 S14- 966 A 965 CHERRY ST 8 VC 76 A TAFT AVE BRICK 9.6 S14- 965 CHERRY ST BRICK 6.8 007 TOTAL 2,317 44.5 78 4 +23 RAISE MANHOLE TWO FEET ABOVE GRADE S14- 057 918 AMES AVE STRUCTURAL SHORT LINERS VC 328 0 +69 S14- 060 916 BUTLER AVE 8 VC 303 REINSTATE SEWER MH TO MH 110 969 PIPE DIA APPROXIMATE MH TO 97 SERVICE BASIN MH SUFFIX TO MH SUFFIX STREET I LOCATION (IN) MATERIAL MH LENGTH (LF) APPROXIMATE STATIONING (APPROX. STA) S14- 006 005 5, 939 :j 1 BENNETTAVE 178 8 VC 202 0 +03 to 0 +07; 0 +43 to 0 +47 1' 57 S14- 007 006 ,r TARS ELL AVE 183 8 VC 126 0 +72 to 0 +80 - S14- 110 969 AC BOWKER ST 967 8 VC 97 0 +27 to 0 +31; 0 +52 to 0 +56 - 0 +03 OAK ST 8 S14- 163 162 MASSACHUSETTS AVE TOTAL. (LF) 24 0 • i lEFGASRETEIY—F)UkME-AND COVER STREETILOCATION SEWER BASIN MH SUFFIX • INTERSTATE • TOTAL i SEWER BASIN 14 14 MANHOLE CEMENTITIOUS LINING BASIN SEWER MH MH APPROXIMATE BASIN MH SUFFIX STREETILOCATION MATERIAL MH 'DEPTH (VF) S06- 001 INTERSTATE 95 ESMT BRICK 20.0 S14- 047 TAFTAVE BRICK 8.1 S14- 955 A TAFT AVE BRICK 9.6 S14- 965 CHERRY ST BRICK 6.8 007 TARBELL AVE TOTAL 44.5 78 4 +23 RAISE MANHOLE TWO FEET ABOVE GRADE S14- • i lEFGASRETEIY—F)UkME-AND COVER STREETILOCATION SEWER BASIN MH SUFFIX • INTERSTATE • TOTAL i SEWER BASIN 14 S14 -17 SEWER B 14 - __ BASIN CUT PROTRUDING SERVICE CONNECTION MH SUFFIX S STREET I LOCATION PIPE DIA (IN) { } SEWER MH TO MH PIPE DIA S14- APPROXIMATE MH APPROXIMATE BASIN MH SUFFIX TO MH SUFFIX STREET I LOCATION (IN) MATERIAL TO MH LENGTH (LF) STATION 942 S14- 007 A 007 TARBELL AVE 8 VC 78 4 +23 080 S14- 057 918 AMES AVE 8 VC 328 0 +69 S14- 060 916 BUTLER AVE 8 VC 303 1 +85 �S14- S14- 110 969 BOWKER ST 8 VC 97 0 +35 APPROXIMATE MH TO S14- 129 130 TUCKER AVE 8 VC 262 0+7411+86 5, 939 :j 1 S14- 178 177 FERN ST 8 VC 1' 57 0+12 ,r S14- 183 184 FERN ST 8 VC 126 0+93,1+18 AC S14- 967 955 A STEVENS RD 8 VC 233 0 +03 OAK ST 8 S14- 163 162 MASSACHUSETTS AVE 10 VC 156 0 +85 S14 -095 gas , .. ' TUCKER AVE . VC' 262 s4 spa -1a #a5 S14- sia 177 7 S14- 165 164 MASSACHUSETTS AVE 10 VC 209 0+48,1+44 f .` VC 127 - S14- 940 104 544 -_ &2 8 16 s�4a 0+71,1+11,1+67 S14- 955 A 955 TAFTAVE TOTAL (EA) 13 { S14- 964 948 STEVENS RD 8 VC 197 t d j 967 955 A STEVENS RD 8 VC 233 0 +03, 0+65, 0 +67, 0+69,1+54 S14- #782 #754 #736 79#, MASSACHUSETTS AVE 10 VC 156 0+68,0+80,0+85,1+54 RAISE MANHOLE TO GRADE 165 164 MASSACHUSETTS AVE 10 VC 209 0+33,0+48,1+44,1+48 INSTALL MANHOLE FRAME AND COVER 514 -os2 � , . S14-16M- ,., X14 -196 S1� -174 HEAVY CLEANING AND TELEVISION INSPECTION SEWER BASIN SEINER MH TO TO MH APPROXIMATE MH S14 -17 SEWER B 14 - __ BASIN MH SUFFIX MH SUFFIX S STREET I LOCATION PIPE DIA (IN) { } MATERIAL TO MH LENGTH I-F ( ) .= S14- 005 924 BENNETT AVE 8 VC 201 _ -.. #7 514- 047 942 TAFTAVE 8 PVC 100 (APPROX. STA) S1 , 514- 080 081 FERN ST BRUCE RD 8 AC 79 " 01 14 -972 r 814 -'36 082 095 B MASSACHUSETTS AVE 15 VC 153 �S14- CURED -IN -PLACE PIPE SEWER. MH TO MH PIPE DIA APPROXIMATE MH TO . "_ _ `� l � `� S13 -137 514- 093 t)93 A MASSACHUSETTS AVE 15 VC 218 q rs1 -2 S14- #6 #582y S14- 123 010 8 CHASE AVE 8 VC 189 �,; #�o;; . ,.:. " :. ' 916 ;: _ - s-o�k; `. S14- 186 187 0+34,1+14,1+24,1+85,2+07,2+44 KING ST 8 AC 112 r� A BRUCE RD v- S14- 919 A 919 "B OAK ST 8 VC 1 10 _...._ . #773 1 ,f735 VC 231 . =ties S14- 129 130 TUCKER AVE . VC' 262 s4 spa -1a #a5 S14- sia 177 FERN ST 8 VC 157 TOTAL. 1 1f 2 178 179 FERN ST 8 VC 127 - S14- 940 104 544 -_ &2 8 AC 245 0+71,1+11,1+67 S14- 955 A 955 TAFTAVE -- __ X794' c a 14 161 { S14- 964 948 STEVENS RD 8 VC 197 t S14- 967 955 A STEVENS RD 8 VC 233 0 +03, 0+65, 0 +67, 0+69,1+54 S14- #782 #754 #736 79#, MASSACHUSETTS AVE 10 VC 156 0+68,0+80,0+85,1+54 RAISE MANHOLE TO GRADE 165 164 MASSACHUSETTS AVE 10 VC 209 0+33,0+48,1+44,1+48 INSTALL MANHOLE FRAME AND COVER S14-16M- ,., X14 -196 S1� -174 50 SEWER BASIN MH MH SUFFIX STREETILOCATION .. Y r v� Ay -" S14- 164 MASSACHUSETTS AVE ac-t of 14 1�4 - /� S14- 165 MASSACHUSETTS AVE #7 �: TOTAL (EA) 2 S14 -17 SEWER B 14 STRUCTURAL CURED -IN -PLACE PIPE SEWER PIPE DIA APPROXIMATE MH TO REINSTATE SERVICE BASIN MH TO MH STREET I LOCATION (IN) MATERIAL MH LENGTH (LF) (APPROX. STA) S14- 180 179 FERN ST 8 VC 199 0+26,0+94,1+70 TOTAL (LF) 199 3 CURED -IN -PLACE PIPE SEWER. MH TO MH PIPE DIA APPROXIMATE MH TO BASIN MH SUFFIX TO MH SUFFIX STREET / LOCATION (IN) MATERIAL MH LENGTH (LF) REINSTATE SERVICE (APPROX. STA) S14- 047 024 TAFT AVE 8 Vc 95 0 +51 S14- 060 916 BUTLER AVE 8 VC 303 0+34,1+14,1+24,1+85,2+07,2+44 S14- 080 079 BRUCE RD 8 VG 285 0+05,0+54,1+05,1+80,2+34 S14- 105 104 MASSACHUSETTS AVE 8 VC 231 0+45,0+90,0+95,1+76 S14- 129 130 TUCKER AVE 8 VC' 262 0+18,0+74,0+86,1+83,1+86,2+15 S14- 178 177 FERN ST 8 VC 157 0+12,0+33,0+80,1+53 S14- 178 179 FERN ST 8 VC 127 - S14- 940 104 MASSACHUSETTS AVE 8 AC 245 0+71,1+11,1+67 S14- 955 A 955 TAFTAVE 8 VC 149 0+48,0+94,1+17,1+41 S14- 964 948 STEVENS RD 8 VC 197 0+47,0+62,1+57,1+92 S14- 967 955 A STEVENS RD 8 VC 233 0 +03, 0+65, 0 +67, 0+69,1+54 S14- 163 162 MASSACHUSETTS AVE 10 VC 156 0+68,0+80,0+85,1+54 S14- 165 164 MASSACHUSETTS AVE 10 VC 209 0+33,0+48,1+44,1+48 TOTAL 2,649 50 s m 0 N m w m Q 0 0 0 W b q 0 6 CT