HomeMy WebLinkAboutRS-267, C
w�
1
Ir
_
ter_
kz L irnit of !-piping lnc /uded
i Under ltrfm'5
i
� �,�,' Blank flange soy _ 3 "Conduit
k,..00 U S �
v � -
daAC Nose
— _ - Valve Connection
%g Bend purnjs� o
y 4654
Q j Concrete
Q I Brick
2 v��
L irnit of Prping Include'& {
Under I tem 5
Frame � Cover EG I90 8
10 r ` / ; j` -• Cement Grout
DE- ;5�2 V 10E PEDES AtlAround
2 �u
Scale: %2 "= 1' -0" 4,oplq 9/ -Mortar Coot l openmq
All Around Outside 2/2 Brass
Of Manhole Connection J�
With COP Q
3 "Conduit
x.
F - MOTE: All servers entering the B /crnif lange� - -
pumping sAa2 manhole
o 3/7a// have drop piping as shown.
a I c 8.,
Q j Gote Valve
6:�
o' I� _ ' v o x �
�S & °VC Check Q 4
t3 z
�` 2everse2ing EL /83 5 vi�lve
4-� .
Q 210 2009 U. - -_
200 4 „C54�
Inv. 1 82.48
a� Brick Dam 1 "t� InLC
W W Q1 8" C. �� t I MH. Steps
5 7/'A95.54 SillJ95.5¢ S! /I 195,64 iSll /!95,64 Si//l95.64' C41 ve
/n V. E1.180.¢37
f
* Ir ,
t(i t�vzliJ II rLl.�✓Ct�%�<.` �.lr�• ✓�'?'�f j �f (�ji (�'� ,
{{
v�.
r;>"il,"ir1' }r mss` ` ��'e'r_ a `�. � i t'� ��' � 7 ?F�
:r.s%^. "r.l.:i �fs`a c4�I G1...):ts' -�..
/so i c _ /80 1 /70 1 !;
Bose G ne E /euotion /80 Ft above Lexin tor! Tory! Base. 9 <� F L
I !3 = � ,^ Base ime E = /7o Ft. abovo Lexlnc�ton 7o vvn B ZSe.
9 I — - -� — - - --
P20FI LE- ALONG RHODE-S S LOCI -WOOD- r2 D. P20F -I L,& AL.ONJG 8Y20NJ AVL-.
Scc�te: Hc)riz. 1 40'
Scc
Horiz. ]`-40'
Verf I"=4
0 / c
Scale:
GE -AjE 2,4 L /UoTLs
1. Locclfio' n of all utilr'frQs From survey, Town
Corporc>tions, etc., and c7re considered
approxlm ate both as to size (� loco)'I'on.
2 A// E refer to Z ton Town Base.
G2,AV I TY S 2 F-OQCE- MA i NJ
r uMPI S T I0»
Scale : Qs Kjoted February 1959
Whitman � Howard, Engineers
89 Broad, 5t., Boston, Mass.
SHEET ( of 2
o
�L. A fLl
o
Scale: 1 " =40''
_
ter_
kz L irnit of !-piping lnc /uded
i Under ltrfm'5
i
� �,�,' Blank flange soy _ 3 "Conduit
k,..00 U S �
v � -
daAC Nose
— _ - Valve Connection
%g Bend purnjs� o
y 4654
Q j Concrete
Q I Brick
2 v��
L irnit of Prping Include'& {
Under I tem 5
Frame � Cover EG I90 8
10 r ` / ; j` -• Cement Grout
DE- ;5�2 V 10E PEDES AtlAround
2 �u
Scale: %2 "= 1' -0" 4,oplq 9/ -Mortar Coot l openmq
All Around Outside 2/2 Brass
Of Manhole Connection J�
With COP Q
3 "Conduit
x.
F - MOTE: All servers entering the B /crnif lange� - -
pumping sAa2 manhole
o 3/7a// have drop piping as shown.
a I c 8.,
Q j Gote Valve
6:�
o' I� _ ' v o x �
�S & °VC Check Q 4
t3 z
�` 2everse2ing EL /83 5 vi�lve
4-� .
Q 210 2009 U. - -_
200 4 „C54�
Inv. 1 82.48
a� Brick Dam 1 "t� InLC
W W Q1 8" C. �� t I MH. Steps
5 7/'A95.54 SillJ95.5¢ S! /I 195,64 iSll /!95,64 Si//l95.64' C41 ve
/n V. E1.180.¢37
f
* Ir ,
t(i t�vzliJ II rLl.�✓Ct�%�<.` �.lr�• ✓�'?'�f j �f (�ji (�'� ,
{{
v�.
r;>"il,"ir1' }r mss` ` ��'e'r_ a `�. � i t'� ��' � 7 ?F�
:r.s%^. "r.l.:i �fs`a c4�I G1...):ts' -�..
/so i c _ /80 1 /70 1 !;
Bose G ne E /euotion /80 Ft above Lexin tor! Tory! Base. 9 <� F L
I !3 = � ,^ Base ime E = /7o Ft. abovo Lexlnc�ton 7o vvn B ZSe.
9 I — - -� — - - --
P20FI LE- ALONG RHODE-S S LOCI -WOOD- r2 D. P20F -I L,& AL.ONJG 8Y20NJ AVL-.
Scc�te: Hc)riz. 1 40'
Scc
Horiz. ]`-40'
Verf I"=4
0 / c
Scale:
GE -AjE 2,4 L /UoTLs
1. Locclfio' n of all utilr'frQs From survey, Town
Corporc>tions, etc., and c7re considered
approxlm ate both as to size (� loco)'I'on.
2 A// E refer to Z ton Town Base.
G2,AV I TY S 2 F-OQCE- MA i NJ
r uMPI S T I0»
Scale : Qs Kjoted February 1959
Whitman � Howard, Engineers
89 Broad, 5t., Boston, Mass.
SHEET ( of 2
o