|
r, $
<br />J^
<br />bl-\ I N Q4
<br />r,
<br />�._
<br />RAISE MANHOLE TWO FEET ABOVE GRADE
<br />RAISE MANHOLE TO GRADE
<br />#4 &6
<br />r
<br />S,04-235
<br />soa -235 #46
<br />MH
<br />INSTALL MANHOLE FRAME AND COVER
<br />INSTALL MANHOLE FRAME AND COVER
<br />t ,y
<br />_ w
<br />APPROXIMATE MH
<br />BASIN
<br />SEWER
<br />SEWER
<br />MH
<br />SUFFIX STREET I LOCATION
<br />PIPE DIA (IN)
<br />MATERIAL
<br />BASIN MH MH SUFFIX STREETILOCATION
<br />BASIN MH MH SUFFIX STREETILOCATION
<br />128
<br />Q
<br />Cid 19
<br />#455
<br />4A?
<br />PEARTREE DR
<br />SO4- 211 E LOWELL STREET
<br />S03- 403 LOWELL ST
<br />272
<br />r-
<br />{ u
<br />`
<br />TOTAL EA
<br />{ i I
<br />SO4- 137 A SCOTLAND RD
<br />8
<br />AG
<br />147
<br />SO4-
<br />176
<br />TOTAL (EA) 2
<br />175
<br />y
<br /><<
<br />0CiA /Cd
<br />1'86
<br />Q C'°1Af
<br />11A
<br />A
<br />211
<br />F ROGERS RD
<br />8
<br />AG
<br />#J1t
<br />soy 7
<br />211
<br />A
<br />211
<br />B LOWELL ST
<br />MANHOLE CEMENTITIOUS LINING
<br />AC
<br />185
<br />SO4-
<br />903
<br />SUFFIX
<br />#s c,
<br />LACONIA ST
<br />SEWER
<br />AG
<br />MH
<br />SO4-
<br />918
<br />APPROXIMATE
<br />048
<br />LOWELL ST
<br />15
<br />AG,
<br />165
<br />LOWELL SST 8
<br />BASIN
<br />MH
<br />SUFFIX
<br />STREET /LOCATION
<br />MATERIAL
<br />MH DEPTH (VF)
<br />1,357
<br />„~ -
<br />SO4219
<br />�
<br />504- 138 917
<br />SO4
<br />006
<br />AC
<br />ARCQLA ST
<br />PRECAST
<br />6,4
<br />SO4-178
<br />y
<br />SO4-
<br />008
<br />A
<br />- LOWELL ST
<br />PRECAST
<br />10.1
<br />_
<br />t
<br />, _ tt*y.
<br />zfiN
<br />)�
<br />#6
<br />SO4-
<br />120
<br />LOWELL ST
<br />PRECAST
<br />12.'1
<br />TOTAL
<br />E
<br />$1
<br />i;
<br />#4
<br />t
<br />504-
<br />121
<br />LOWELL ST
<br />PRECAST
<br />12.2
<br />km
<br />_ .r ~ ._,
<br />kk
<br />i
<br />SO4-
<br />133
<br />BLQDGETT RD
<br />LINED
<br />5.6
<br />#4 6
<br />,.,
<br />#36
<br />S041
<br />- - SO4-
<br />137
<br />A
<br />SCOTLAND RD
<br />PRECAST
<br />9.6
<br />_ _
<br />F a
<br />SO4-
<br />160
<br />4 SEE SHEET C
<br />i t f n
<br />WOBURN ST
<br />PRECAST
<br />7.8
<br />r
<br />}'
<br />SO4-
<br />165
<br />FESSENDEN WAY
<br />PRECAST
<br />6.1
<br />-218
<br />SO4-
<br />166
<br />FESSENDEN WAY
<br />PRECAST
<br />7.0
<br />;
<br />t #�44
<br />r
<br />13£?..
<br />SO4-
<br />169
<br />TO MH
<br />FESSENDEN WAY
<br />PRECAST
<br />10.2
<br />$04-21
<br />504 -
<br />175
<br />B
<br />MARSHALL RD
<br />PRECAST
<br />10.4
<br />'..
<br />r _. w
<br />v
<br />{ #f
<br />—
<br />SO4
<br />184
<br />RQLFE RD
<br />PRECAST
<br />6.8
<br />tt
<br />0 +29
<br />..w,
<br />; 44
<br />_.
<br />.� �_.:w- ---�..
<br />SO4 -1,;l , `,
<br />SO4-
<br />187
<br />A
<br />RQLFE RD
<br />PRECAST
<br />6.2
<br />#1
<br />137
<br />#12
<br />k
<br />SO4-
<br />211
<br />B
<br />LOWELL ST ESMT
<br />PRECAST
<br />15.6
<br />4 f
<br />TOTAL (EA)
<br />SO4-
<br />211
<br />C
<br />LOWELL ST ESMT
<br />LINED
<br />13.0
<br />{ i ..µt�ms�
<br />#5
<br />SO4-
<br />211
<br />E
<br />ROGERS RD ESMT
<br />PRECAST
<br />12.1
<br />f SO4 -232
<br />__ _,
<br />_ ;` i
<br />_ t,
<br />#7 #s °-
<br />504-
<br />215
<br />FULT'QN RD
<br />PRECAST
<br />7.4
<br />SO4
<br />477
<br />u.
<br />1st.
<br />-
<br />r
<br />SO4-
<br />219
<br />COOKE RD
<br />PRECAST
<br />8,2
<br />2,1 ; .
<br />-9888 SO4 -187A
<br />504 -188
<br /># 7
<br />SO4-
<br />232
<br />LOWELL ST
<br />PRECAST
<br />9.4
<br />50 4 3
<br />"lit.
<br />SO4-
<br />235
<br />LOWELL ST
<br />PRECAST
<br />13.5
<br />#4�4
<br />r
<br />SO4211 B
<br />tr ,.
<br />#428
<br />SO4-
<br />236
<br />{
<br />i.
<br />LOWELL ST
<br />PRECAST
<br />10.4
<br />X73
<br />SHORT LINERS
<br />#3s
<br />mow.
<br />TOTAL
<br />200.1
<br />SO4 -2110
<br />REINSTATE
<br />_.. ;
<br />w 54 -906 �
<br />_,___,. °364 :.
<br />_
<br />s- ' ,
<br />--
<br />#4�z 1
<br />,t
<br />,
<br />SEWER
<br />MH TO AIIH
<br />PIPE DIA APPROXIMATE MH TO
<br />APPROXIMATE SERVICE
<br />... _._,.. _ _ _..__. ; , , ,
<br />� ..., -.
<br />--
<br />,Stl4 °164 s <, ; s0 -1 N e
<br />� , s; _ _
<br />,. r .._. _ _..
<br />#47Ci
<br />}
<br />BASIN
<br />MH SUFFIX TO MH SUFFIX STREET
<br />/
<br />!LOCATION IN MATERIAL
<br />i
<br />MH LENGTH LF
<br />APPR X. STA
<br />STATIONING O
<br />t, ,#334
<br />A ry #35E
<br />y
<br />_.... � _
<br />.S€ -236
<br />504-
<br />177 A 17 fi A
<br />ROGERS RD 8 AG
<br />238`
<br />0 +78 t 0 +82 -
<br />#33CJr _,,...._
<br />_...
<br />541
<br />t r #469
<br />z
<br />OI
<br />#46& is
<br />, #373
<br />SO4 -211 D
<br />r, $
<br />J^
<br />bl-\ I N Q4
<br />r,
<br />�._
<br />RAISE MANHOLE TWO FEET ABOVE GRADE
<br />RAISE MANHOLE TO GRADE
<br />#4 &6
<br />r
<br />S,04-235
<br />soa -235 #46
<br />MH
<br />INSTALL MANHOLE FRAME AND COVER
<br />INSTALL MANHOLE FRAME AND COVER
<br />t ,y
<br />_ w
<br />APPROXIMATE MH
<br />BASIN
<br />SEWER
<br />SEWER
<br />MH
<br />SUFFIX STREET I LOCATION
<br />PIPE DIA (IN)
<br />MATERIAL
<br />BASIN MH MH SUFFIX STREETILOCATION
<br />BASIN MH MH SUFFIX STREETILOCATION
<br />128
<br />Q
<br />Cid 19
<br />#455
<br />4A?
<br />PEARTREE DR
<br />SO4- 211 E LOWELL STREET
<br />S03- 403 LOWELL ST
<br />272
<br />SO4-
<br />`
<br />TOTAL EA
<br />{ i I
<br />SO4- 137 A SCOTLAND RD
<br />8
<br />AG
<br />147
<br />SO4-
<br />176
<br />TOTAL (EA) 2
<br />175
<br />5
<br /><<
<br />0CiA /Cd
<br />1'86
<br />Q C'°1Af
<br />11A
<br />A
<br />211
<br />F ROGERS RD
<br />r, $
<br />J^
<br />j t VV t R
<br />bl-\ I N Q4
<br />504 -211E
<br />�._
<br />HEAVY CLEANING AND TELEVISION INSPECTION
<br />SEWER:
<br />MH
<br />TO
<br />TO MH
<br />APPROXIMATE MH
<br />BASIN
<br />MH
<br />SUFFIX
<br />MH
<br />SUFFIX STREET I LOCATION
<br />PIPE DIA (IN)
<br />MATERIAL
<br />TO MH LENGTH (LF)
<br />SO4-
<br />128
<br />122
<br />PEARTREE DR
<br />8
<br />AG
<br />272
<br />SO4-
<br />147
<br />148
<br />PEACHTREE RD
<br />8
<br />AG
<br />147
<br />SO4-
<br />176
<br />A
<br />175
<br />B ROGERS RD
<br />8
<br />AC
<br />1'86
<br />SO4-
<br />177
<br />A
<br />211
<br />F ROGERS RD
<br />8
<br />AG
<br />213
<br />SO4-
<br />211
<br />A
<br />211
<br />B LOWELL ST
<br />8
<br />AC
<br />185
<br />SO4-
<br />903
<br />SUFFIX
<br />188
<br />LACONIA ST
<br />8
<br />AG
<br />189
<br />SO4-
<br />918
<br />048
<br />LOWELL ST
<br />15
<br />AG,
<br />165
<br />LOWELL SST 8
<br />AC
<br />203
<br />#6 :�
<br />TOTAL
<br />1,357
<br />j t VV t R
<br />bl-\ I N Q4
<br />504 -211E
<br />�._
<br />SO4 -1758
<br />SO 176A
<br />PS', SO4 -173
<br />SO4 -� .-
<br />#11
<br />CLEAN INSPECT TEST AND SEAL
<br />SO4 -177A;
<br />#so
<br />. - _,_ __..
<br />-----
<br />SEINER MH TO
<br />TO MH
<br />APPROXIMATE MH
<br />BASIN MH SUFFIX MH
<br />SUFFIX
<br />STREET ! LOCATION PIPE DIA
<br />IN MATERIAL TO MH LENGTH LF
<br />804211E .,n
<br />- _
<br />__ _,. �
<br />z� #s
<br />SO4- 008 007
<br />LOWELL SST 8
<br />AC
<br />203
<br />#6 :�
<br />-?
<br />504- 138 917
<br />LOWELL ST 15
<br />AC
<br />137
<br />SO4-178
<br />504- 177 A 176
<br />A
<br />ROGERS RD 8
<br />AG
<br />238
<br />. ,,.,
<br />n
<br />t
<br />, _ tt*y.
<br />zfiN
<br />)�
<br />TOTAL
<br />#464
<br />i;
<br />#4
<br />t
<br />t
<br />„r #447 St39Q6
<br />=132
<br />i
<br />t
<br />#36
<br />S041
<br />$04 —
<br />m m. ,
<br />oP MCUT POINT REPAIlk r
<br />t2 x
<br />1
<br />_..: .r
<br />Q
<br />i. :gyp
<br />. (
<br />4 SEE SHEET C
<br />i t f n
<br />s 1
<br />% 1
<br />+ ..
<br />n
<br />#6 o ..
<br />TEST AND GROUT SERVICE CONNECTIONS
<br />2;
<br />s
<br />t.sG"t ^tV
<br />(:.x.#445 _ ~, .�_... ~, ..;_.,, :" ^.` ,,,,`.
<br />i c._ ;:3,. -r ., . }. ,""!:
<br />� � w.. . ,
<br />.. SQ4 -185
<br />;
<br />t #�44
<br />: . St14-
<br />-
<br />13£?..
<br />SEWER MH
<br />TO MH
<br />PIPE DIA
<br />APPROXIMATE �IIH
<br />APPROXIMATE.
<br />�
<br />BASIN MH SUFFIX TO MH SUFFIX
<br />STREET t LOCATION: (IN) MATERIAL TO MH LENGTH (LF)
<br />STATION
<br />,
<br />r _. w
<br />SO4- oos �
<br />Oo
<br />LOWELL T A
<br />a ELF. s s c
<br />2 03
<br />0 +29
<br />..w,
<br />; 44
<br />_.
<br />.� �_.:w- ---�..
<br />SO4 -1,;l , `,
<br />504- 11.8 917
<br />Law ELL ST 15 AC
<br />137
<br />1 +1 7
<br />k
<br />� � ____ �
<br />r ..� __. _
<br />� fSO4191 r _
<br />soy -�rs� . _ -_
<br />~ `
<br />, � ,
<br />�
<br />,
<br />TOTAL (EA)
<br />2
<br />f
<br />St7A -943 #436
<br />SO4 -1&V
<br />SO4
<br />t,
<br />1st.
<br />r;
<br />-9888 SO4 -187A
<br />504 -188
<br /># 7
<br />50 4 3
<br />"lit.
<br />y i
<br />'}
<br />tr ,.
<br />#428
<br />}
<br />#4
<br />i
<br />c
<br />1 0496
<br />z, Li 90
<br />{
<br />i.
<br />"
<br />SHORT LINERS
<br />#3s
<br />mow.
<br />REINSTATE
<br />_.. ;
<br />w 54 -906 �
<br />_,___,. °364 :.
<br />_
<br />s- ' ,
<br />--
<br />SEWER
<br />MH TO AIIH
<br />PIPE DIA APPROXIMATE MH TO
<br />APPROXIMATE SERVICE
<br />... _._,.. _ _ _..__. ; , , ,
<br />� ..., -.
<br />--
<br />,Stl4 °164 s <, ; s0 -1 N e
<br />� , s; _ _
<br />,. r .._. _ _..
<br />BASIN
<br />MH SUFFIX TO MH SUFFIX STREET
<br />/
<br />!LOCATION IN MATERIAL
<br />i
<br />MH LENGTH LF
<br />APPR X. STA
<br />STATIONING O
<br />t, ,#334
<br />A ry #35E
<br />y
<br />_.... � _
<br />504-
<br />177 A 17 fi A
<br />ROGERS RD 8 AG
<br />238`
<br />0 +78 t 0 +82 -
<br />#33CJr _,,...._
<br />_...
<br />541
<br />OI
<br />, #373
<br />r;
<br />#35
<br />t x;#347:
<br />�. #343
<br />7w .,
<br />5 a
<br />~ +
<br />x #327
<br />;f
<br />CURED-IN-PLACE PIPE
<br />f
<br />{ s
<br />SEWER
<br />MH
<br />TO MH PIPE DIA
<br />APPROXIMATE MH TO
<br />Sfl4 -148 , ;
<br />BASIN
<br />MH
<br />SUFFIX TO MM
<br />SUFFIX STREET !LOCATION
<br />IN
<br />( }
<br />MATERIAL MH LENGTH LF
<br />{ )
<br />REINSTATE SERVICE APPROX. STA
<br />{ )
<br />; H#3s
<br />,
<br />SO4-
<br />192
<br />191
<br />LOWELL ST
<br />8
<br />VC 237
<br />0+04,0+46,1+13,1+26
<br />S09-
<br />056
<br />055
<br />MASSACHUSETTS AVE
<br />10
<br />VG 120
<br />0 +12
<br />-
<br />S09 -
<br />05 7
<br />05fi
<br />MASSACHUSETTS AVE
<br />10
<br />+ + + 0+88,1+12,1+26,1+54,1+71, 1 +81 2 +23 2 +25 2 +57 2 +59 2++8fi 2 +99
<br />VG 345: 0 21, 0 26, 0 65, , , ,
<br />l
<br />S9-
<br />063
<br />063
<br />A MASSACHUSETTS AVE ESMT
<br />10
<br />VC 231
<br />va
<br />TOTAL 933
<br />20
<br />
|