HomeMy WebLinkAboutV2009 sheet 7Ln
N
v
14
N
me
r T \ \
Q i AAcu \
A
\
\d
Prop.
O
19 re 0 Z _ Coc. Ororn�— —
1 + „ C.l. Woferi — — — —
�p — - ;Laur. — —�_ __------
_ N.E.7,'T
--�
Prop. /2'"B.O.
�� AVE.v
a \`^ Pro 6"G -V. v
�,� NCORD \ r Pipe- e`a
Chamber,- CO 0onc�' `
36 Rein. 27 k. y, �6.,C.L Waler
N ` _
Ao V _ a 6_1 ✓o"er2 B"mss EB /6" G 1
Com} = 4°-06'-49" pRA✓ ,o �� �°� m���'y� Prop.Z4"putlet�G:`�'\ V Chamber
R = 372/. 73' AP rptirc/� @_, Al° �'n 1v �N`m See Sheet 8
�p Lc = 269.37 h F Rtif �' v CvAv. d 2
%pro 24"x /6"'C./
O T/ 3 4. 74' Reducer, Spigot Ends,fem 4
: %5
189 5 2 e
n� --Prop.
36'
3 O 7
„
\ Canc. Qedu r
`o
A (A v ��
` \ �•�`s0 d �� �o / �� \ \ )k�
X346 —
r----- AVENUE E N U E
O R - �� a o�x �,/
Proposed 36" Pipe 1 0 v C O N C
\ X334
-A � I
C
DETAIL B
_
Proposed /6" -. o ,� ovz �.hx� ��� o9 � Scale:l"-20"
,
" -'-_ 9O Z6a0 Nor/ it Pole zt_=./
O Gojo _
26„Ta
24' h_N16'Tce24re!/isDrrve 4 dPole BO_\z, . I c3BPo /e =' Po%2/ �a,jpipeO hq.i
M� B °x 7 i
�msG g,`
�—
262"Wor`r 60
Co -Ba188BxL
181 17 �a %314.28 182 183 B t �e186 289,71' Po
o
_--
— --- --
—
._-
w
ee
24iF 34, H Tr w x ° 3J, A
--__ y l_..- _ _____. —. �_
1 # 0 20" Tok:ny Line.,.---.�27' s� \
29"�I I Po h o•
�. Porch ry_ A
\ " 329 - "'33/
J o m00% P. l.Sfa.=0+06-
1 0 O Po% 2r -a 7 p =4°-30 00" z
O 0
' Barr,
Hen Hotsel
I
.5 r b
rpt N
re5e
t\
r
L
N
N /
°/
N
0
3.
43
SioPe
�% o
10 2 6 v
N
N
mi
b
NI
ToP of Pi'
0570
rode of lnverf
ES'fa lJl;Shed G
Ll
to 10
N N
S/
Proposed Conn_ fo (eXrn9lo" , �o A
See Sheel'6
36 ” Reinforced Concrete Water Pipe
230 FT. ABOVE BOSTON CITY BASE
181 182 _ 183 +48 184 185+10 +50 186 187
No-fe: The Commonwealfh does no+ warrant the character of +he
ground or +he locofion of pipes and other underground objects
as shown, to be even opproximcfeiy correct.
EXPLANATION
v
Hydranf (Posf)
Valve (Line)
—Y—
Valve (Air)
Valve (Check)
0.
j V
l
Co+ch Basin
—ter
"on o e Sewer
K40nhole (Electric)
Gas (Drip)
OC
Pole (Elecfric)
Tr e e
Nor.. Scale 40fee+4o on inch
Ver Sc al e 4 fee+ to on inch
Directo�Fie Woter Division
and Chief Wafer 5upply Engineer
l£Z,
Coffin Richord5on, Inc.
Consulting Engineers, Bosfon
v
I
N V• �
Present
b
�O m
ET�'TCo.� a
� I Nail N
Too of P/:�el
Esf._olr'shed-%
Grad, of Inver/
(-/nsfo/I /6"Cop w/std.
lugginq $ bolting to /6"
Gote 1/olve. Provide
"e concrete anchorage as
Ll p�' direc teci.
m
,Level
*4 N
NII N
36'RC. Water Pipe J
235 FT. ABOVE B.C.B.
_/6" Cement Lined
Cos" L -on Wafer Prpe
licr" 4
188+73.36 +52 +74
PROFILE "A
COMMONWEALTH OF MASSACHUSETTS
METROPOLITAN DISTRICT COMMISSION
WATER DIVISION
NORTHERN EXTRA HIGH SERVICE PIPE LINES
CONCORD AVENUE
WALTHAM STREET
JANUARY 4 ,1961
LEXINGTON
v
E
LEXINGTON
V
� O
0.
j V
l
0^u
�
V)
d
OC
\0
6�
I
N V• �
Present
b
�O m
ET�'TCo.� a
� I Nail N
Too of P/:�el
Esf._olr'shed-%
Grad, of Inver/
(-/nsfo/I /6"Cop w/std.
lugginq $ bolting to /6"
Gote 1/olve. Provide
"e concrete anchorage as
Ll p�' direc teci.
m
,Level
*4 N
NII N
36'RC. Water Pipe J
235 FT. ABOVE B.C.B.
_/6" Cement Lined
Cos" L -on Wafer Prpe
licr" 4
188+73.36 +52 +74
PROFILE "A
COMMONWEALTH OF MASSACHUSETTS
METROPOLITAN DISTRICT COMMISSION
WATER DIVISION
NORTHERN EXTRA HIGH SERVICE PIPE LINES
CONCORD AVENUE
WALTHAM STREET
JANUARY 4 ,1961
LEXINGTON
LEXINGTON
CONTRACT NO.259-V/
SECTION 83
SHEET 7 OF 12