HomeMy WebLinkAboutRS-467JZ15
00
M
Green H ouse
Green House
Cultivoled Field
47
210
,C
a
r
Barn
See note on Sheet 9"
Q
'f
Drawn by S.A.W., F TA., C.W.R.
Checked by_ _ : _ K. W _ _
Approved by_ _- - - - --
1
N
4
W NA MIL TON ROAD
BORING �23-C4 � o
EL. 214.4, �` A
� W PJ5
�A�Oamofe Ground Surface �pAro
� loam ximofe
Surfo�.e '� C
60T D "'
210 C
Sand 6' Water 6" Wafer
J ` Wa�eP
E Gravel, a '
Hardpan '
4r
� 2 - Susfv6s � /4 "ca stub W
/n V. kl. 204161 8 .Strt6 �Jnv. Fl. 205.3f— —
Inv. El.205.0# p . D onn
slop 005
/� "Force Main
fl E/. 203.91 2� tt yl p " `fLY — — — — —
21 Vii Pipe Slope 044
El 204.70 Q 6 " Water
No guarontee is given hhof the materials encountered
h'etusa/ O duringq conslrucHorr W /l/ be the same as those indicated
} V V ZI "x /q Y Branches or .Tees fo be on 41,5- drawi7 for the borings. It is understood and
BORING 23 -___ �' w W agreed' Chet the bidder will not use any of the
fl E . T h. en provided for house connections tnforrnal so indicated, in any manner, as the basis
g Loam ;t as required. or ground of claim or dema
;" nd o� bny- 1701-are, arislny
E" Sand 4 4 from or by reason of any variance which may exist
W W between such h7t and ftie materials
encountered during Abe cons¢rue oo of fhe work-
60 Sand O o O Boriticys made in october, /938
Gravel, 2'
h'ardpon <} Figures to the left of borings represent blows ,oer
For typical trench section, see Sheet 5. 70 Q i9 Q {OOt on spoon.
O di o
For typical manhole del ils see Sheet 2. Rock or
Boulder O
h h
49 30 51 I t
Bowl
n
\Pole
IU
ks� 0
A
4
c i g "AP .'� e:'` R
"Map
Dwelling o 18 le O 1 - "-
� � • � `° p ��� Od i
ID o PXy. R°
i
Cl 36"Elm / �/, C
Po /e o
t 1 i.
Moil Box
Easemenf LrJae
' 0� Olgn t nC,2G °
OS
4'ftm 6 tk R /�t i n M
pole Fr Alarm ,
tat J6" E/m y 0
r
- — r - — k
-._. r B kING a 5 9 (p k e
t; £tors / errierft ' r l / / Q /ril N 5 Ot60 � d�
/9 1
r
1 r
J
ce " 2 enf
13v
GQro
e
n.26 /$M S.A W. F T
v. 2,1938 N. C. T.
ion ode by JC17ecked
0 0 0jV
S.At G rtf )C' t/if.Stubs 36 " e�m o "tStub s`
mail
to "Apple
0 . 48 "Oak IS "�` /in 36 "Oak
0 G �\
e'Apple . 36 oak LEXINGTON, MASS.
3a'Ala NORTH LEXINGTON SEWERAGE SYSTEM
CONTRACT I
0
n o
°�'- PLAN AN PROFILE
48 " Siw
Q , NORTHERN SECTION STA.47 +00 TO STA.51 +50
t AN HAMI R OAD
1 Indicates area ayailoble fo Confrocfor
for construclion ur oses.
p p -
SCALE HO 40 FT. TO t IN.
OCT. 1938
VER. 4 FT. TO -I IN.
Nofei No quorantee is given os fo the completeness (5742
0. or accuracy of h7lar/natton given on fhis drawing METCALF c" EDDY N
REVISED Fou il
eecozD a�Arr W I regarding ground surface, pipes, conduits or other ENGINEERS
t
ground stru
MINORCHAN6ES AND ADDtT /DNS.( I underures Or regordtn9 any oth BOSTON, MASS.
er - 5304 -
/ R r
Description exisftng structures , trees or other conditions.
i
Sheet 10 of 10 Sheets
'LAO
H
ZftLSI
Z15
00
M
Green H ouse
Green House
Cultivoled Field
47
210
,C
a
r
Barn
See note on Sheet 9"
Q
'f
Drawn by S.A.W., F TA., C.W.R.
Checked by_ _ : _ K. W _ _
Approved by_ _- - - - --
1
N
4
W NA MIL TON ROAD
BORING �23-C4 � o
EL. 214.4, �` A
� W PJ5
�A�Oamofe Ground Surface �pAro
� loam ximofe
Surfo�.e '� C
60T D "'
210 C
Sand 6' Water 6" Wafer
J ` Wa�eP
E Gravel, a '
Hardpan '
4r
� 2 - Susfv6s � /4 "ca stub W
/n V. kl. 204161 8 .Strt6 �Jnv. Fl. 205.3f— —
Inv. El.205.0# p . D onn
slop 005
/� "Force Main
fl E/. 203.91 2� tt yl p " `fLY — — — — —
21 Vii Pipe Slope 044
El 204.70 Q 6 " Water
No guarontee is given hhof the materials encountered
h'etusa/ O duringq conslrucHorr W /l/ be the same as those indicated
} V V ZI "x /q Y Branches or .Tees fo be on 41,5- drawi7 for the borings. It is understood and
BORING 23 -___ �' w W agreed' Chet the bidder will not use any of the
fl E . T h. en provided for house connections tnforrnal so indicated, in any manner, as the basis
g Loam ;t as required. or ground of claim or dema
;" nd o� bny- 1701-are, arislny
E" Sand 4 4 from or by reason of any variance which may exist
W W between such h7t and ftie materials
encountered during Abe cons¢rue oo of fhe work-
60 Sand O o O Boriticys made in october, /938
Gravel, 2'
h'ardpon <} Figures to the left of borings represent blows ,oer
For typical trench section, see Sheet 5. 70 Q i9 Q {OOt on spoon.
O di o
For typical manhole del ils see Sheet 2. Rock or
Boulder O
h h
49 30 51 I t
Bowl
n
\Pole
IU
ks� 0
A
4
c i g "AP .'� e:'` R
"Map
Dwelling o 18 le O 1 - "-
� � • � `° p ��� Od i
ID o PXy. R°
i
Cl 36"Elm / �/, C
Po /e o
t 1 i.
Moil Box
Easemenf LrJae
' 0� Olgn t nC,2G °
OS
4'ftm 6 tk R /�t i n M
pole Fr Alarm ,
tat J6" E/m y 0
r
- — r - — k
-._. r B kING a 5 9 (p k e
t; £tors / errierft ' r l / / Q /ril N 5 Ot60 � d�
/9 1
r
1 r
J
ce " 2 enf
13v
GQro
e
n.26 /$M S.A W. F T
v. 2,1938 N. C. T.
ion ode by JC17ecked
0 0 0jV
S.At G rtf )C' t/if.Stubs 36 " e�m o "tStub s`
mail
to "Apple
0 . 48 "Oak IS "�` /in 36 "Oak
0 G �\
e'Apple . 36 oak LEXINGTON, MASS.
3a'Ala NORTH LEXINGTON SEWERAGE SYSTEM
CONTRACT I
0
n o
°�'- PLAN AN PROFILE
48 " Siw
Q , NORTHERN SECTION STA.47 +00 TO STA.51 +50
t AN HAMI R OAD
1 Indicates area ayailoble fo Confrocfor
for construclion ur oses.
p p -
SCALE HO 40 FT. TO t IN.
OCT. 1938
VER. 4 FT. TO -I IN.
Nofei No quorantee is given os fo the completeness (5742
0. or accuracy of h7lar/natton given on fhis drawing METCALF c" EDDY N
REVISED Fou il
eecozD a�Arr W I regarding ground surface, pipes, conduits or other ENGINEERS
t
ground stru
MINORCHAN6ES AND ADDtT /DNS.( I underures Or regordtn9 any oth BOSTON, MASS.
er - 5304 -
/ R r
Description exisftng structures , trees or other conditions.
i
Sheet 10 of 10 Sheets