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7
<br />HEAVY CLEANING AND TELEVISION INSPECTION
<br />SEWER
<br />MH TO TO MH
<br />+. >>
<br />BASIN
<br />MH SUFFIX MH SUFFIX STREET / LOCATION
<br />PIPE DIA (IN) MATERIAL TO MH LENGTH (LF)
<br />S05-
<br />112 ill PAGE RD
<br />i
<br />AC
<br />172
<br />e�
<br />- � .r
<br />F
<br />PIPE DIA
<br />TOTAL
<br />APPROXIMATE
<br />SERVICE
<br />CUT PROTRUDING CONNECTION
<br />MH SUFFIX
<br />TO MH SUFFIX
<br />SEWER
<br />MH TO MH PIPE DIA
<br />MATERIAL
<br />APPROXIMATE
<br />APPROXIMATE
<br />BASIN
<br />LOCATION
<br />08
<br />STATION
<br />tl
<br />•
<br />079 LILLIAN ! i
<br />•
<br />t
<br />! •
<br />wmm
<br />! •
<br />013 RINDGE
<br />088
<br />1
<br />••
<br />478
<br />#103
<br />i to 2
<br />TOTAL(EA)
<br />S05-
<br />i J
<br />M + I w4ts . -",I
<br />t Cis -9 ?Q
<br />2'
<br />#z
<br />505 -049
<br />r
<br />t
<br />S =157
<br />w f
<br />x e
<br />REINSTATE
<br />SEWER
<br />MH
<br />TO MH
<br />e�
<br />- � .r
<br />F
<br />PIPE DIA
<br />APPROXIMATE M:H TO
<br />APPROXIMATE
<br />SERVICE
<br />BASIN
<br />MH SUFFIX
<br />TO MH SUFFIX
<br />STREET / LOCATION
<br />(IN)
<br />MATERIAL
<br />MH LENGTH (LF)
<br />STATIONING
<br />(APPROXASTA)
<br />t
<br />08
<br />i
<br />-
<br />•
<br />#Ffl #41
<br />•
<br />0+78 0+82
<br />4
<br />200
<br />e086
<br />••
<br />088
<br />••
<br />478
<br />#103
<br />i to 2
<br />S05-
<br />159
<br />`
<br />SANDERSON
<br />r
<br />J f �
<br />9 #36
<br />l
<br />f
<br />962
<br />iU
<br />ORCHARDLN
<br />:
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<br />67
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<br />i+ i ,SO5 -0;PA
<br />t L 'F `'
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<br />e
<br />_
<br />tCCiY i SIG `F
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<br />TOTAL
<br />MANHOLE CEMENTITIOUS LINING
<br />M + I w4ts . -",I
<br />t Cis -9 ?Q
<br />2'
<br />#z
<br />505 -049
<br />r
<br />t
<br />S =157
<br />w f
<br />x e
<br />#5
<br />505 =1 {l5
<br />y
<br />r
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<br />X05 °039
<br />305 -029#
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<br />4
<br />200
<br />0 200
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<br />478
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<br />SCALE: 1 " =200'
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<br />FYS ,FNG
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<br />�✓ °. t r . _ .�St S� 2
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<br />e
<br />_
<br />tCCiY i SIG `F
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<br />MANHOLE CEMENTITIOUS LINING
<br />SEWER
<br />MH
<br />APPROXIMATE
<br />BASIN
<br />MH
<br />SUFFIX STREETILOCATION
<br />MATERIAL.
<br />MH DEPTH (VF)
<br />CLEAN, INSPECT, TEST AND SEAL
<br />S05-
<br />004
<br />WESTMINSTER AVE
<br />BRICK
<br />8.4
<br />SEWER
<br />MH =
<br />TO
<br />TO MH
<br />APPROXIMATE MH
<br />S05-
<br />018
<br />BOW ST
<br />BRICK
<br />10.0
<br />BASIN
<br />MH SUFFIX
<br />MH
<br />SUFFIX
<br />STREET I LOCATION
<br />PIPE DIA (IN) MATERIAL
<br />TO MH
<br />LENGTH (LF)
<br />S05-
<br />029
<br />ALBERMARLE AVE
<br />BRICK
<br />7.0
<br />`
<br />S05-
<br />064
<br />B LILLIAN RD
<br />BRICK
<br />8.0
<br />S05-
<br />086
<br />085
<br />SUMMER ST
<br />8
<br />AC
<br />230
<br />S05-
<br />064
<br />LILLIAN RD
<br />BRICK
<br />7.2
<br />S05-
<br />089
<br />088
<br />SUMMER ST
<br />8
<br />AC
<br />198
<br />S05-
<br />066
<br />LILLIAN RD
<br />BRICK
<br />8.9
<br />S05-
<br />108
<br />115
<br />BRYANT RD
<br />8
<br />AC
<br />156
<br />S05-
<br />067
<br />LILLIAN RD
<br />BRICK
<br />8.8
<br />S05-
<br />113
<br />112
<br />PAGE RD
<br />8
<br />AC
<br />138
<br />S 05-
<br />069
<br />ALBERMARLE AVE
<br />BRICK
<br />5.1
<br />505-
<br />116
<br />115
<br />BRYANT RD
<br />8
<br />AC
<br />1.71
<br />S05-
<br />070
<br />ALBERMARLE AVE
<br />BRICK
<br />7.3
<br />805=
<br />118
<br />119
<br />SANDERSON RD
<br />8
<br />AC
<br />190
<br />S05-
<br />072
<br />LILLIAN RD
<br />BRICK
<br />7.6
<br />S05-
<br />120
<br />119
<br />SANDERSON RD
<br />8
<br />AC
<br />250
<br />S05-
<br />078
<br />LILLIAN RD
<br />BRICK
<br />8.6
<br />.505-
<br />121
<br />122
<br />SANDERSON RD
<br />8
<br />AC
<br />285
<br />S05-
<br />079
<br />LOWED. ST
<br />BRICK
<br />10.0
<br />505-
<br />126
<br />158
<br />BRYANT RD
<br />8
<br />AC
<br />194
<br />505-
<br />080
<br />LOWELL ST
<br />BRICK
<br />8,3
<br />S05-
<br />148
<br />146
<br />A
<br />VILLAGE CIR
<br />10
<br />AC
<br />307
<br />505-
<br />081
<br />LOWELL ST
<br />BRICK
<br />9.t3
<br />505-
<br />156
<br />155
<br />EMERSON GARDENS RD
<br />10
<br />AC
<br />198
<br />S05-
<br />095
<br />LOWELL ST
<br />BRICK
<br />11.6
<br />S05-
<br />159
<br />160
<br />SANDERSON RD
<br />8
<br />AC
<br />175
<br />S05-
<br />096
<br />WESTMINSTER AVE
<br />BRICK
<br />10.8
<br />TOTAL .
<br />29492
<br />S05-
<br />097
<br />LOWELL ST
<br />BRICK
<br />9.2
<br />S05-
<br />104
<br />C ORCHARD LN
<br />PRECAST
<br />5.7
<br />S05-
<br />108
<br />BRYANT RD
<br />BRICK
<br />7.8
<br />S05-
<br />109
<br />PAGE RD
<br />BRICK
<br />6.5
<br />505-
<br />110
<br />PAGE. RD
<br />BRICK
<br />6..9
<br />805-
<br />111
<br />PAGE RD
<br />BRICK
<br />7,1
<br />TEST AND GROUT SERVICE CONNECTIONS
<br />S05-
<br />112
<br />PAGE RD
<br />BRICK
<br />7.0
<br />SEWER
<br />MH
<br />TO
<br />MH
<br />PIPE DIA
<br />APPROXIMATE MH
<br />APPROXIMATE
<br />S05-
<br />113
<br />PAGE RD
<br />BRICK
<br />7.3
<br />BASIN MH SUFFIX
<br />TO MH
<br />SUFFIX
<br />STREET I LOCATION IN }
<br />MATERIAL TO MH LENGTH LF STATION
<br />( }
<br />S05-
<br />115
<br />BRYANT RD
<br />BRICK
<br />7.8
<br />S05-
<br />118
<br />SANDERSON RD
<br />PRECAST
<br />8.0
<br />S05-
<br />072
<br />073
<br />LILLIAN RD 8
<br />AC
<br />127
<br />0+31,1+05
<br />S05-
<br />119
<br />SANDERSON RD
<br />PRECAST
<br />7.6
<br />S05-
<br />089
<br />088
<br />SUMMER ST 8
<br />AC
<br />198
<br />0+21,0+74
<br />S05-
<br />123
<br />SANDERSON RD
<br />PRECAST
<br />9,0
<br />S05-
<br />108
<br />115
<br />BRYANT RD 8
<br />AC
<br />156
<br />1+01,1+03
<br />S05-
<br />125
<br />BRYANT RD
<br />BRICK
<br />7.3
<br />0+04, 0+51,
<br />S05-
<br />128
<br />BRYANT RD
<br />BRICK
<br />7.4
<br />SflS-
<br />133
<br />112
<br />PACE RD 8
<br />AC
<br />138
<br />1 +28
<br />S05-
<br />147
<br />VILLAGE CIR
<br />PRECAST
<br />7.5
<br />S05-
<br />116
<br />115
<br />BRYANT RD 8
<br />AC
<br />171
<br />0+23,0+70
<br />S05-
<br />153
<br />EMERSON GARDENS RD
<br />PRECAST
<br />8.2
<br />S05-
<br />154
<br />EMERSON GARDENS RD
<br />PRECAST
<br />7.6
<br />SOS-
<br />120
<br />119
<br />SANDERSON RD 8
<br />AC
<br />250
<br />0+56,2+25
<br />S05-
<br />155
<br />EMERSON GARDENS RD
<br />PRECAST
<br />8.0
<br />S05-
<br />121
<br />122
<br />SANDERSON RD 8
<br />AC
<br />285
<br />1+61,2+77
<br />805-
<br />158
<br />SANDERSON RD
<br />BRICK
<br />7.5
<br />S05-
<br />126
<br />15$
<br />BRYANT RD 8
<br />AC
<br />194
<br />0+82,0+84
<br />S05-
<br />159
<br />SANDERSON RD
<br />BRICK
<br />7.6
<br />S05-
<br />156
<br />155
<br />EMERSON GARDENS RD 10
<br />AC
<br />198
<br />0 +81
<br />S05-
<br />160
<br />A SANDERSON RD
<br />BRICK
<br />6.7
<br />S05-
<br />160
<br />SANDERSON RD
<br />BRICK
<br />7.8
<br />S05-
<br />159
<br />160
<br />SANDERSON RD 8
<br />AC
<br />175
<br />0+56,1+70
<br />S05-
<br />161
<br />SANDERSON RD
<br />BRICK
<br />7.5
<br />TOTAL (EA)
<br />2fl
<br />S05-
<br />227
<br />VILLAGE CIR
<br />BRICK
<br />4.9
<br />TOTAL
<br />315.1
<br />CURED4N-PLACE PIPE
<br />SEWER
<br />MH , TO MH
<br />PIPE DIA
<br />APPROXIMATE MH TO
<br />BASIN
<br />MH SUFFIX TO MH SUFFIX
<br />STREET LOCATION
<br />(IN)
<br />MATERIAL MH LENGTH (LF)
<br />REINSTATE SERVICE (APPROX. STA)
<br />S05-
<br />005 096
<br />WESTMINSTER AVE
<br />8
<br />VC
<br />229
<br />1+42,1+67,2+24
<br />S05-
<br />014 013
<br />RINDGE AVE
<br />8
<br />VC
<br />221
<br />0+36,1+10,1+25,1+37,1+76,2+18
<br />S05-
<br />426 025
<br />RINDGE AVE
<br />8
<br />VC
<br />138
<br />0+25,0+53,0+62
<br />S05-
<br />041 040
<br />ANTHONY RD
<br />8'
<br />VC
<br />192
<br />0+22,1+43,1+44
<br />S05-
<br />064 A 064
<br />LILLIAN RD
<br />8
<br />AC
<br />210
<br />1 +08
<br />S05-
<br />078 079
<br />LILLIAN RD
<br />8
<br />AC
<br />308
<br />0+47,0+75,1+34,1+80
<br />S05-
<br />227 128
<br />VILLAGE CIR
<br />8
<br />AC
<br />275
<br />0+64,0+81,1+37
<br />S05-
<br />229 013
<br />RINDGE AVE
<br />8
<br />VC
<br />220
<br />0+04,
<br />0+13,
<br />0 +71, 0+83,1+45,1+54, 2 +00
<br />S05-
<br />970 042
<br />LILLIAN RD
<br />8
<br />VC
<br />279
<br />0+73,0+84,2+03
<br />M + I w4ts . -",I
<br />t Cis -9 ?Q
<br />2'
<br />#z
<br />505 -049
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<br />` 41
<br />x{35 =040
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