HomeMy WebLinkAboutSD-85-9-2sMI
i
s
IV
6l
LOT 11
SB /DH SET)
7 r�IZA ITG C-UP-5
(SB' 7D SIGN)
�.IT.
(I.R; SET
- (E)
(C (T)
TOE
fDH),
n� =.
'"ITe c�aa (GRAVEL) (TRI
(DRIVE)
LOT
(DMH)
(RIM = 182.00)
EE'.A
�0D`
1 N t!
on tb
= fi
(n Z
CE-WT RLINE
(237') -(48 "RCP) (S =O.OIE
5', 4'' PVC)
= 0.002)
Ir-fla �
0
r.
(12 'RCP ,L =10')
(S= 0.212) P.Y. 3.66. 1
(DMH 2 +35, 7'LT)
1750)
r Et,EP&/oi A6r�„ (SMH 3 +35)
1 C'O"OUt7� v4Deec4
(HYD)
(CB 2 +50,12' RT.)(CCj
e0.6. 0.1. WA Ee u (SB/DH)
T (SET) L
�(12" RCP , L= 17')
(S= 0.1247) LOT 4
OD
t�
aD
0
tri
CATCH BASIN
ti
0
F
ul
� T.
D
0
.J _ ')
cV
uj
1 5+57, 3' RT.)
yj
N
t-
I`
N ti1�-
PT, 5+ 72.52
_
fl
^
=rn
�y
z
�, - -- - W
MB) .
8 /DHi
i
M
to
co
Coco
0
F- n
m
__.__.�
R
�
Tai
Zu
e
z z`
x-m
<
CATCH BASIN
Q
ui
VIA
(SET)
�Jcr
POLYVINYL CHLORIDE
GRANITE CURB
M d'ui
PA,VEt+�NT
(E
N o71 0..
LOT 7
lD ttj.
� M
?
c0r- *
aroN_
L1
v� ti
gQ co
m ao„
* �°
tiN
I.
(SB /DH)
11
if tf
VawG
u if
(SET)
rj
U-) o it
(TYP.)
`
-
..
1.
a
rr?
J
(BIT DRIVE)
e LP
(S= 0.064)
�
if
it x
Nrr
J
000 (D to
A.
-�
ct (O N t�
m
N
0
0
~~toff.
to
0
n
va
p
o.if
ff z
0
0
°D
> z
= z
ml
Z
0
m
i
s
IV
6l
LOT 11
SB /DH SET)
7 r�IZA ITG C-UP-5
(SB' 7D SIGN)
�.IT.
(I.R; SET
- (E)
(C (T)
TOE
fDH),
n� =.
'"ITe c�aa (GRAVEL) (TRI
(DRIVE)
LOT
(DMH)
(RIM = 182.00)
EE'.A
�0D`
1 N t!
on tb
= fi
(n Z
CE-WT RLINE
(237') -(48 "RCP) (S =O.OIE
5', 4'' PVC)
= 0.002)
Ir-fla �
0
r.
(12 'RCP ,L =10')
(S= 0.212) P.Y. 3.66. 1
(DMH 2 +35, 7'LT)
1750)
r Et,EP&/oi A6r�„ (SMH 3 +35)
1 C'O"OUt7� v4Deec4
(HYD)
(CB 2 +50,12' RT.)(CCj
e0.6. 0.1. WA Ee u (SB/DH)
T (SET) L
�(12" RCP , L= 17')
(S= 0.1247) LOT 4
OD
t�
0J. =
0
tri
CATCH BASIN
ti
wul
F
ul
� T.
D
0
.J _ ')
z
uj
1 5+57, 3' RT.)
yj
N
M tcI
I`
N ti1�-
PT, 5+ 72.52
_
T
z
®
�y
z
�, - -- - W
MB) .
8 /DHi
i
M
to
co
Coco
? .`+.
dfzz
t7�
m
__.__.�
R
�
Tai
h
N
x-m
<
CATCH BASIN
Q
xx
VIA
(SET)
�Jcr
POLYVINYL CHLORIDE
GRANITE CURB
M d'ui
PA,VEt+�NT
(E
N o71 0..
LOT 7
(SMH 4+57, 5`LT)
LOT
?
c0r- *
aroN_
L1
t-m
00
V
m ao„
* �°
!
` P.C. 2 +86.89
PLAN
SCALE: I =40'
GR.ANI,Te CURB
L AK
P C. 4 +38.I2. Pi 5 +13,29
(DMH 4 +65,7'LT7�
;7(CB 4 +50,12' LT. E0. RT.),
M+IT. 5`c_v_t.n
t�
0J. =
0
CB
CATCH BASIN
*
wul
~
ul
� T.
LOT 14
.J _ ')
1-
uj
1 5+57, 3' RT.)
yj
MH 5 +62, 5' RT)
(n
d
•(MB
PT, 5+ 72.52
_
P.C. 6 +18.54•
®
(T) I.R.)
WG
�, - -- - W
MB) .
8 /DHi
i
M+IT. 5`c_v_t.n
t�
0J. =
BIT..)
CB
CATCH BASIN
-
N
~
RIVE
S
SEWER LINE
1-
CONCRETE
C
(E)
ST
N
00
d
•(MB
cV
_
r
®
(T) I.R.)
WG
�, - -- - W
MB) .
T)
5 p c
. --
3 V&50 41PO9
? .`+.
dfzz
j
m
__.__.�
R
�
Tai
h
4 )
H)
(SET)
ET)
(ST)
CATCH BASIN
(DRIVE) (C s��
L
{HYD)
{C (BIT. CONC. SIDEWALK)
(SET)
OF
(LP)
POLYVINYL CHLORIDE
GRANITE CURB
M d'ui
PA,VEt+�NT
(E
N o71 0..
LOT 7
(SMH 4+57, 5`LT)
LOT
?
c0r- *
aroN_
* ro r-
to
t-m
00
, d ct
OD
m ao„
* �°
tiN
QD ti
(SB /DH)
SEWER MANHOLE
gAT6r
VawG
u if
(SET)
rj
U-) o it
(TYP.)
`
-
..
Q
(12 "RCP,L =I9')
z
(BIT DRIVE)
e LP
(S= 0.064)
if
it x
Nrr
®/e
WA rl0Z NIA `A1 e
g" CLDI
SERVICE CONNECTION
__ (TYPICAL)
t�
0J. =
M
CB
CATCH BASIN
-
N
~
ti
S
SEWER LINE
1-
CONCRETE
W
1-
OD
DH
N
00
d
TELEPHONE
cV
_
OD OD
N u u.
�
_
�
_0
~
-�
0z
-
z
3 V&50 41PO9
? .`+.
dfzz
j
m
PROFIL E
� Z� rt .
z h
h
Z O
`.
IRON ROD
HORIZONTAL: 1`I - 401
CATCH BASIN
LT.
MB
LEFT
MAILBOX
VERTICAL: 111 =4 ,
WATER GATE
O
POLYVINYL CHLORIDE
�O
M d'ui
in
N.+p W
N o71 0..
a,
adlt�•.�.5
�,ti
A
?
c0r- *
aroN_
* ro r-
to
t-m
00
, d ct
OD
m ao„
* �°
tiN
QD ti
n N
z 0
SEWER MANHOLE
� !!
Z
it
u if
-.
h
rj
U-) o it
0 If 4
11 z �j
Q
}
if it
�rc>
�> _ _
Q
it Q
z
e LP
LIGHT POLE
if
it x
Nrr
J
A.
m
N
to
to
0
n
®/e
WA rl0Z NIA `A1 e
g" CLDI
SERVICE CONNECTION
__ (TYPICAL)
!'I
10
(LEGEND:) LEGEND
• ti�
C
t�
D
M
CB
CATCH BASIN
a 3-w A
In
N
CC
ti
S
SEWER LINE
C)
CONCRETE
W
1-
OD
DH
N
00
ni
00
TELEPHONE
cV
_
DRAIN MANHOLE
�
_
�
_0
ELECTRIC
HYDRANT
0400 If00
1450 ?44.00
2¢50 34-00
3 V&50 41PO9
0 DMH
DRAIN MANHOLE
INV.
PROFIL E
O SMH
SEWER MANHOLE
I.R.
IRON ROD
HORIZONTAL: 1`I - 401
CATCH BASIN
LT.
MB
LEFT
MAILBOX
VERTICAL: 111 =4 ,
!'I
10
(LEGEND:) LEGEND
• ti�
C
CABLE
D
DRAIN LINE
CB
CATCH BASIN
a 3-w A
In
CC
CURB COCK
S
SEWER LINE
CONC.
CONCRETE
W
WATER LINE
DH
DRILL HOLE
T E —
TELEPHONE
j ELECTRIC LINE
DMH
DRAIN MANHOLE
110- —
EXISTING CONTOUR
E
HYD
ELECTRIC
HYDRANT
179P —
PROPOSED CONTOUR
I.P.
IRON PIPE
0 DMH
DRAIN MANHOLE
INV.
INVERT
O SMH
SEWER MANHOLE
I.R.
IRON ROD
IN CB
CATCH BASIN
LT.
MB
LEFT
MAILBOX
(0789
WATER GATE
PVC
POLYVINYL CHLORIDE
HYDRANT
RCP
REINFORCED CONCRETE
- --e- --
WATER SERVICE WITH CURB STOP
RT.
PIPE
RIGHT
-
STREET LIGHT
S
SLOPE
SB
STONE BOUND
SMH
SEWER MANHOLE
T
TELEPHONE
TRANS.
TRANSFORMER
• WG
WATER GATE
e LP
LIGHT POLE
NOTE:
I.) (INFORMATION SHOWN THUS( ) WAS ADDED BY: NOONAN 8t
MC DOWELL, INC.)
`OOp� I
cp(S,O�i)
1
001' 8" PVC S= 0:00386 `5
1 l kf% � .
I
bOC� 5 450 4�00 (¢50
r CL OF PAVEMENT OFFSET
FROM (L LAYOUT IN THIS
AREA FROM STA.5 +10 TO STA.6E 00
LEGEND
CL GRADE
BENCHMARK:
FRONT BOLT OF HYDRANT AT THE
SOUTHERLY END OF SANDERSON ROAD.
ELEV. = 179.31.
TOXIN of LEXINGTON
PLANNING BOARD:
APPROVED UNDER THE SUBDIVISION
CONTROL LAW THIS 22' P& DAY
OF 4:L.&Te, A.D. 198€
SUBJECT TO A COVENANT DATED
O 2::. tlf SUBJECT TO
CERTIFICATE OF ACTION DATED
JUNE 20,1988 AND. A SPECIAL PERMIT
DATED JUNE 20, 1988. ALL THREE OF
THESE DOCUMENTS ARE RECORDED
HEREWITH .
(JOB NO. 888.F) C -• �
NOONAN 81 MC DOWELL, INC.
SUITE 6, 25 BRIDGE STREETQy
BI LLERICA, MASS.
_MCE
a 3-w A
In
ML
4��i£,tEi ti2�.
BAI
DATE
REVIS16N
2 17
IKV\/
NICHOLAS
3��•
GEN EKAI_ acv lg iOriS
PH
ANTHONY
6ANNEY
Co�lO
�EA/ERL1L REVtSfOnlS
Z.NI .
(0789
40-2390,
(AS BUILT )
>
10 -13 -9
(PER LEX. ENG. DEPT.)
I