HomeMy WebLinkAboutSD-6A-87 S.M.H. 36 +50
RIM= 193.67
1NV.= 184.32
GB`
oil.
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BASE
ELEV.
180.00
34 +0 +50
ROAD STATIONS
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35 +0 +50
36 +0 +50
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PARCEL
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n
m
0
PHEASANT BROOK ESTATES INC.
omn
S,M,H. 38 +00
O
TO BE DEEDED TO THE TOWN 01
m(�
RIM = 190,74
IINV.=181.32
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LEXINGTON FOR CONSERVATIO
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s•s is overessure Piee
drain P
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G"�PV� ewer service is
Pressure
tom-_ PiPe
SMN. 45 +50 �.
RIM = 184.11
,-0 jV;= 177.60
-c> oN
i 0 rn Z
N� D
z M
n
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D
Z
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x
M.H. 47 +50 t
' IM= 184.05
INV. =177.56
qs�\ TS��
I.H. 46 +50 1'RT.\
t= 183.35
'.= 177.10
64
PROFILE
EXISTING CENTERLINE ELEVATION
W
oN
MO 2NM0 �p.'A N N CD x
W w IR N M
01- tp 01 N
x �' " coCimC�oi EAk
��> NmNCO m 0 E— �r wCD 0
(n iE Z 34 i1 ik n = if .. O �� d' (0 M N e n +
V?V?pK c c..:0 CD OD c0 .c .c
it 11
V
M1; tO..M-ov M c0 Nf� �tp V CD
MSO M -9k O O O O Ot-N Ol a)
ak vit n. =.. i.. V+'LQ � c0 W �E tom,tN It
m>m5� "� t` �CO? �N M I?0 M �N
UZUZp c C c O =w—„ i� ���= M M-ph_ N N c® 61 aD
(Ji � z. M CO M. tp
*E EE- n n M rt a
ik n �k +S ,a O� �M.� V 11)
to to
VzVZpc cc0 VNMr�EE-" �
t2" qk n 4k Ti 1; ° O -
CC. III R.C. m >m>2 "• — >
g• DRAIN (jzfJzp5So z
SDR 35 pVC SEWER
MAIN
8" SDR PUC SEWER MA R IN
37 +0 +50 38 +0 +50 39 +0 +50 40+0 +50 i +d- -+ +5 8.0 _ S ._ -43+ 4+ O - - 44+ 0
DR35 PVC
112 ,.
DEVELOPER PHEASANT BROOK ESTATES
PHEASANT Lexington, Mass.
BROOK
S ESTATES, INC,. Seloimon
PLAN 8 PROFILE: fierce
4 STATION 35+00 to 44 +00
SEPTEMBER 20, 1989
e ,a
2 SCALE: I" = 40' Horizontal
0 � €�.Si?2'a 4� Vertical R -�
# �e.�d Po F1C�, 3f. m�
E' y .m '` !1 to „�g
l0 0 20 60 ►20 T a M Engineering Associates Inc.
83 Pine Street Peabody, Mans.
Sheet -4-of 10
COMM. NO. 305
I IO
n
m
0
z
O
<o 0
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if
b
I—
z
Cn
IS.M.H
°
RIM_i83 6100
'z z
ff NV 178.31
-t
•=
6'
C.B. ;34 3 +89 i�• 7
C.
n 5,
� HYD
.ANT
C'B' #�5 �_ tL.M.H. #_2p�
•
�nS25'
9•
m
JLLJ
R
6f;> . P,.
G"�PV� ewer service is
Pressure
tom-_ PiPe
SMN. 45 +50 �.
RIM = 184.11
,-0 jV;= 177.60
-c> oN
i 0 rn Z
N� D
z M
n
D
D
Z
�9
x
M.H. 47 +50 t
' IM= 184.05
INV. =177.56
qs�\ TS��
I.H. 46 +50 1'RT.\
t= 183.35
'.= 177.10
64
PROFILE
EXISTING CENTERLINE ELEVATION
W
oN
MO 2NM0 �p.'A N N CD x
W w IR N M
01- tp 01 N
x �' " coCimC�oi EAk
��> NmNCO m 0 E— �r wCD 0
(n iE Z 34 i1 ik n = if .. O �� d' (0 M N e n +
V?V?pK c c..:0 CD OD c0 .c .c
it 11
V
M1; tO..M-ov M c0 Nf� �tp V CD
MSO M -9k O O O O Ot-N Ol a)
ak vit n. =.. i.. V+'LQ � c0 W �E tom,tN It
m>m5� "� t` �CO? �N M I?0 M �N
UZUZp c C c O =w—„ i� ���= M M-ph_ N N c® 61 aD
(Ji � z. M CO M. tp
*E EE- n n M rt a
ik n �k +S ,a O� �M.� V 11)
to to
VzVZpc cc0 VNMr�EE-" �
t2" qk n 4k Ti 1; ° O -
CC. III R.C. m >m>2 "• — >
g• DRAIN (jzfJzp5So z
SDR 35 pVC SEWER
MAIN
8" SDR PUC SEWER MA R IN
37 +0 +50 38 +0 +50 39 +0 +50 40+0 +50 i +d- -+ +5 8.0 _ S ._ -43+ 4+ O - - 44+ 0
DR35 PVC
112 ,.
DEVELOPER PHEASANT BROOK ESTATES
PHEASANT Lexington, Mass.
BROOK
S ESTATES, INC,. Seloimon
PLAN 8 PROFILE: fierce
4 STATION 35+00 to 44 +00
SEPTEMBER 20, 1989
e ,a
2 SCALE: I" = 40' Horizontal
0 � €�.Si?2'a 4� Vertical R -�
# �e.�d Po F1C�, 3f. m�
E' y .m '` !1 to „�g
l0 0 20 60 ►20 T a M Engineering Associates Inc.
83 Pine Street Peabody, Mans.
Sheet -4-of 10
COMM. NO. 305
I IO