HomeMy WebLinkAboutCON-111-10ti
200 0 200
SCALE: 1"=200'
rTi 05rr -1
MANHOLE CEMENTITIOUS LINING
cn
C 0
CL
co
STRUCTURAL SHORT LINERS
TOTAL
468
�
TEST AND GROUT SERVICE CONNECTIONS-
SEWER
SEWER
REINSTATE
SEWER
PIPE DIA
MH
TO MH
APPROXIMATE
PIPE DIA
APPROXIMATE MH TO
SUFFIX TO MH SUFFIX
SERVICE
BASIN
MH SUFFIX TO MH
SUFFIX
STREET I LOCATION
(IN) MATERIAL
MH LENGTH (LF) APPROXIMATE STATIONING
(APPROX. STA)
S05-
201
200
161
RUMFORD RD
8 AC
95
0 +75 to 0 +79
-
S05-
986
990
0 +13
MAPLE ST
8 VC
118
0 +18 to 0 +23
-
S05-
996
A 996
S05 _
MAPLE ST
8 VC
229
1 +71 to 1 +75
1 +73
146
+
1.33
505-
99 7
B 99 7 A
A T
MAPLE LE S
TOTAL (LF)
13
1
0+43,1+94
182
WOBURN ST
PRECAST
11.4
SHORT LINERS
TOTAL EA
fi
�.
m
z
0
505-
196.
WOBURN ST
REINSTATE
SEWER
MN
TO MH
Q
PIPE DIA
APPROXIMATE MH TO
APPROXIMATE
SERVICE
BASIN
MH
SUFFIX TO MH SUFFIX
STREET I LOCATION (IN) - MATERIAL MH LENGTH (LF)
STATIONING
(APPROX. STA)
S05-
956
230
A
MAPLE ST
8 VC
306
1 +16 to 1 +20, 1 +2? to 1 +31
' ';
-
S05-
199
RUMFORD RD
PRECAST
7.6
1 +44 to 1 +48
S05-
990
992
m
MAPLE ST
10 VG
241
0 +64 to 0 +68; 1 +59 to 1 +63
0+66,1+61
S05-
996
A 996
MAPLE ST
8 VC
229
0 +39 to 0 +43; 1 +59 to 1 +63
0+41,1+61
S05-
209
WEBB ST
PRECAST
12.2
TOTAL (LF)
28
4
Gy
HEAVY CLEANING AND TELEVISION
INSPECTION
S05-
210
WEBB ST
PRECAST
SEWER
MH
TO TO MH
C? n P�
Q QJ >t"►3 H
{g Z
APPROXIMATE MH
BASIN
MH SUFFIX
MH SUFFIX
STREET I LOCATION
PIPE DIA (IN) MATERIAL
TO MH LENGTH (LF)
CL
a
S05-
171 A'
171
MAPLE ST
8 AC
253
S05-
912
BUTTERFIELD RD
S05-
230
230 A
MAPLE ST
10 VC
215
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ti
200 0 200
SCALE: 1"=200'
rTi 05rr -1
MANHOLE CEMENTITIOUS LINING
cn
C 0
CL
co
a 0
TOTAL
468
�
TEST AND GROUT SERVICE CONNECTIONS-
SEWER
SEWER
MH TO MH
APPROXIMATE
PIPE DIA
v
APPROXIMATE MH
APPROXIMATE
BASIN
MH
SUFFIX TO MH SUFFIX
STREET I LOCATION
(IN)
MATERIAL
TO MH LENGTH (LF)
STATION
S05-
216
217
WEBB ST
8
AC
161
1 +04
S05-
923
921
SOLOMON PIERCE RD
8
PVC
150
0 +13
-
S05
933
93 2
SOLOMON PIER RD
CE
8
PV G
2 1
8
+
2 10
S05 _
984
987
MAPLE ST
8
VC
146
+
1.33
505-
99 7
B 99 7 A
A T
MAPLE LE S
1 0
VC
239
0+43,1+94
182
WOBURN ST
PRECAST
11.4
TOTAL EA
fi
ti
200 0 200
SCALE: 1"=200'
+o Z
CD
rTi 05rr -1
MANHOLE CEMENTITIOUS LINING
cn
C 0
CL
co
a 0
c
#16
�
E 0
SEWER
MH
APPROXIMATE
sc
v
{
w
' d #857
t
4
BASIN
MH SUFFIX
STRFTILOCATION
MATERIAL
MH DEPTH F
( )
0
.�
w
505-
150
VILLAGE CIR
B R ICK
6 .9
a
17
S05-
182
WOBURN ST
PRECAST
11.4
�.
m
z
0
505-
196.
WOBURN ST
PRECAST
11.5
Q
CL
4c
z
0
S05-
197
WOBURN ST
PRECAST
12.0
v)-
r
0
n
Ld
o
S05-
199
RUMFORD RD
PRECAST
7.6
S05 -9361 !SO5 -937
m
S05-
206
WOBURN ST
PRECAST
12.1
w
{n
#12
' e t m, �f75
W
S05-
209
WEBB ST
PRECAST
12.2
a�
Gy
0
a
S05-
210
WEBB ST
PRECAST
9.0
G��S iTS 46,
C? n P�
Q QJ >t"►3 H
{g Z
y
S05-
222
YOUNG ST
PRECAST
6.1
CL
a
S05-
912
BUTTERFIELD RD
PRECAST
6.8
.
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ggyy {
S05-
929
SOLOMON PIERCE RD
PRECAST
5.3
.J
a
m
0
t/7
to
F <
Z—
�- N
m
� Y
S05-
S05-
933
938
SOLOMON PIERCE RD
SOLOMON PIERCE RD
PRECAST
PRECAST
8.8
9.3
tV
C> Q
Z
�
so-s
SEWER
BASIN 05
0-
S05-
943
BUTTERFIELD RD
PRECAST
5.7
Z Z
w,,,,
s-
I-
to
=v-
S05-
988 C
MAPLE` ST
BRICK
8.2
W
o
C)
0- M
Z
f
t
S05-
990
MAPLE ST
BRICK
8.3
t-
Q
1 f
0-
S05-
998 B
MAPLE ST
BRICK
7.5
z
U
0
0
TOTAL
148.7
I
3b04
v-
N
z
u
._..i
L-
SHEET 10
CLEAN, INSPECT, TEST AND SEAL
SEINER
MH TO
TO M
APPROXIMATE MH
BASIN
MH
SUFFIX MH
SUFFIX STREET I LOCATION
PIPE DIA (IN)
MATERIAL
TO MH LENGTH (LF)
S05-
201
200
RUMFORD RD
8
AC
95
S05-
216
217
WEBB ST`
8
AC
161
S05-
956
230
A MAPLE ST
8
VC
306
S05-
984
987
MAPLE ST
8
VC
146
S05-
986
990
MAPLE ST
8
VC
118
S05-
990
992
MAPLE ST
10
VC
241
S05-
996
A 996
MAPLE ST
$
VC
229
S05-
997
B 997
A MAPLE ST
10
VC
239
S05-
998
B 998
A MAPLE ST
8
AC
174
TOTAL
1,709
CUT PROTRUDING SERVICE CONNECTION
SEWER
MH
TO MH PIPE DIA
APPROXIMATE MH APPROXIMATE
BASIN MH
SUFFIX TO MH SUFFIX STREET /LOCATION - (IN)
MATERIAL
TO MH LENGTH (LF) STATION
S05- 986
990
MAPLE ST 8
VC
118
0 +21
TOTAL (EA) 1
+o Z
CD
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m
a
w
w
w
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Gy
0
a
O
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G��S iTS 46,
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CL
a
m=
J
m
W
z
U)
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a
m
0
t/7
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r)
0
0
tV
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Z
4
o
Q
N
0-
Z
m
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Z
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t
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w,,,,
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I-
to
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F
W
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0- M
Z
W
t
w
0
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t-
Q
0-
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z
U
0
0
I
3b04
v-
N
z
u
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L-
SHEET 10