HomeMy WebLinkAboutSD-434-8FOR REGISTRY OF DEEDS USE ONLY
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULATIONS OF THE
REGISTERS OF DEEDS.
f
FOR MERIDIAN ASSOCIATES, INC. DATE
HIGH POINT ELEV = 227.40
HIGH POINT STA = 0+65.4
PVl STA = 0+77
PVI ELEV = 22748
A.D: _ -2.56
K = 15.65
40.00' VC
230
220
EXISTING CB
210
It
DATUAf ELEV
190.00
n
n
n
0
h O
N LO
N
U ±
LEXINGTON PLANNING BOARD
DATE:
"THIS PLAN IS SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATI
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
PVI STA = 1+86.50
PVI ELEV = 225.27
A.D. _ -338
K = 29.57
m
'
415106
h
BJM
"
1
2114106'
ADD RIGHT -OF -WAY NAME
N
+
NO.
m
O
--
CHK'D
T-
N
O
ui
U
U
4
Ql
W
0
h O
N LO
N
U ±
LEXINGTON PLANNING BOARD
DATE:
"THIS PLAN IS SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATI
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
PVI STA = 1+86.50
PVI ELEV = 225.27
A.D. _ -338
K = 29.57
m
'
415106
h
BJM
-
1
2114106'
ADD RIGHT -OF -WAY NAME
LJS
RPO
NO.
DATE
DESCRIPTION
--
CHK'D
T-
0.54
_
EXISTING 12" \\
DRAIN
�NO \
\
w
LOW POINT ELEV
- 204.29
EXlS 1NG 8" I'ROPO €D
SEWER 6'X8" ( \
i
8" PVC
LOW POINT S�A
PVI STA
7+0796
5+99.50
-
REDUCE?
-
` --
I� �-
L =100'%
72" RCP
PV! ELEV
= 202.97
_
S= 0:052±
L=22±
A.D.
6.40
8„ CL
V✓gTER
S =0:03±
12" RCP
I
K _
49.26
L =193'±
315.0
VC i
_
S=O. 05-±
CONNECT TO
i
I
���
HIGH POINT ELEV = 205.66
EX! TING &"
w
HNH POINT STA = X5+76.46
WATER WITH 1
6 "A6 "X6" TEE
I
v� N
��
I
PVI STA 8+82.71
8» PVC +
�
PV EKLE= V = 205.79
EXIS TIN G CS
L =124 f.
N I
L
A U
�
0. 04 8k U
v1
)
.9
! I
'
I
12"
R,-P
PSMH 7
C�
L -371
S
STA: 2+67.13
OFFS T. 7 22 L
wy i
TFQ
� �
=0.051
12" RCP
N Ln
o
R =22 00±
1
8»!PVC
L =6.5'±
�
+ o
°a N + N
=1-J
i
L -i�37f
S =0.04
y
°
PCB ,PCB 3 '
PCB# STA: 2+79.59 I
`
\
15" RCP
W
, m y
m w
OFFSET- 8.89 L
_
W
PCB# STA: 2+79.54 !
5 -0021
.
216 f
W
S- 0.005±
OFFS£ 9.1 t R j
R=219 90±
PSMH 22
��
75" RCP
1= 214.1135
ST 3+68:19
OF SET- 7 50 L
L =10±
i S= O.005f
1.00%
-_
-� --
j
?
R= 15.20±
/
- 208.23
\
ExISnNG 18"
DRAIN PIPE
PDMH 4
STA: 3+00.89
��
/
OFFSEF. 0.94 L
15" RCP
15" RCP
6'X3"
R= 219,06±
PSMH 6
REDUCE
R
j 1= 214.15
STA: 4+89.33
:.
(PCB 2 PCB#3 __
- -
OFFSET- 8.00 L
8„
"-
j 1= 214.05 (OUT)
PWOI 15
CLb/
LYq
8
PDMH 5
('=2 02.375
STA: 5+94.44
R
1
! STA: 5+00
I PCB 7 PCB
OFFSET: D.
7 R
j
OFFSET 0.00
L
PCB #7 STA: 5135.87
R= 205.31
{ CONNECT TO
R= 208.7E
1= 204.70
OFFSET 8.88 !+35.58
_
f
#3)
PP
EXISTING 6"
WATER WITH
i I
; I= 204 -60
PCS #8 STA:
b
i
- 201.15 (OUT)
6'X6'X6" TEE I
1 OFFSET.- 9.11
R
R =2070±
= 202.75
P MH 9
PSMH 10
B E),
PSMH'.19
STA: 5+40.46
STA: 5+6355
P
Ol 16
B E
STA: 4-66.98
EXISTING SMh
I
Of FEE 1.- 1.06 L
=20715±
OFFSET., 28.09
L
STA:
6+93.75
PCB #17 STA: 7+08.01
OFFSET: 8.24 L
I
I
R
1=202.75 (PDMH #5)
R- 206.0±
O
FSET 1.21 L
OFFSET 9.00 R
PCB #18 STA: 7+07.99
R -20 .35±
=795. 6
j
i
1= 202.50 (PCB7,
P B8)
1= 198.46 (FSMH
#6)
R=204-3-±
!=
00:39
OFFSET 9.00 L
=U225 (OUT)
I
195.00 (PSMH
#19)
=00.31
(PCB17
&1)
R= 204.0±
1 =195.00 (UT)
1
(OUT)
1= 200.45
M N N
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htl. eta
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N cy N 1
NN NN
NN N<y
NN
ri�
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IS
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nj�
0
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mod-
0
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` ".r.]
ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD
INFORMATION RECOVERED THROUGH RESEARCH WITHOUT
SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION.
2+00
3+00
4 +00
5+00
7+00
DWG. No. 4512SITE3
(XREF 4512REC -2)
9+00
wArIgIrKwIl
- DEED BOOK 26429, PAGE 505 *
- DEED BOOK 15976, PAGE 265
- DEED BOOK 20269, PAGE 154 *
- DEED BOOK 8716, PAGE 154 *
- DEED BOOK 12876; PAGE 164 *
- PLAN BOOK 202, PLAN 11
- PLAN 560 OF 1947 *
- PLAN 563 OF 9949 *
- PLAN 681 OF 1956 *
- PLAN 7553 OF 1956 *
- PLAN 66 OF 1960 *
- PLAN 1893 OF 1959*
- PLAN 1441 OF 1963 *
- PLAN 261 OF 1969 *
- PLAN 852 OF 1973 *
- LAND COURT CASE No. 27500 A & B
- LAND COURT CASE No. 29922 A *
- LAND COURT CASE No. 32930 B *
- LAND COURT CASE No. 31918 A
- LAND COURT CASE No. 32494 *
- LAND COURT CASE No, 29027 A
- ACCEPTANCE PLAN OF FREEMONT STREET
DATED JANUARY 7, 1963 ON FILE AT THE
TOWN ENGINEERING DEPARTMENT *
* DENOTES DOCUMENTS RECORDED AT THE
MIDDLESEX SOUTH REGISTRY OF DEEDS.
2
415106
NO REVISIONS THIS SHEET
BJM
RPO
1
2114106'
ADD RIGHT -OF -WAY NAME
LJS
RPO
NO.
DATE
DESCRIPTION
BY
CHK'D
MAP 66, LOT 62C
CEDAR STREET NOMINEE TRUST
EDWARD 8. & PATRICIA C LLOYD, TRUSTEES
202 CEDAR STREET LEXINGTON, MA
DEED BOOK 26429, PAGE 505
MAP 66, LOT 59
LINDA W CONRAD
176 CEDAR STREET LEXINGTON, MA
DEED BOOK 15976, PAGE 265
MAP 56, LOT 61A
EDWARD J. & DEBORAH A. LLOYD
792 CEDAR STREET LEXINGTON, MA
DEED BOOK 20269, PAGE 542
MAP 58, LOT 121
JULIE VASILOPOULOS
25 FREEMONT ST LEXINGTON, MA
DEED BOOK 12876, PAGE 164 *
LOAD A ' - - - - -El
LA YO UT, AND UTILITY PLAN
DEFINITIVE SUBDIVISION PLAN
PINE MEADOW FARM
' ®P► �14-14 OF 41�
LOCATED IN
RICHARDE. LEXINGTON IASSACHIUSETTS
WAIT
CIVILR �... 1
No. sans (MIDDLESEX COUNTY
PREPARED FOR
JMG DEVELOPMENT
: SCALE: AS NOTED DATE: FEBRUARY 2, 2006
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ASSOCIATES, INC.
152 CONANT STREET 69 MILK STREET, SUITE 302
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01381
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