HomeMy WebLinkAboutSD-482PRECISION OF TRAVERSE CLOSURE
PRECISION
1 FOOT IN 127,000
ABSOLUTE ERROR
0.01'
AZIMUTH OF ERROR
192°4928'
PERIMETER
1694.83'
ACCURACY OF INSTRUMENT
(MANUFACTURER'S SPECIFICATIONS)
ANGULAR PRECISION
3 SECONDS
LINEAR (FINE MEASUREMENT)
+/- (3+3 PPM X DISTANCE) MM
TRAVERSE WAS BALANCED WITH
COMPASS RULE
TABLE OF DIMENSIONAL
I TEM
REQUIREMENTS
REQUIREMENT
MIN LOT AREA
15,500 S.F.
M/N/MUM FRONTAGE
125'
MINIMUM FRONT YARD
30'
MINIMUM SIDE YARD
15'
MINIMUM REAR YARD
75'
'THIS PLAN IS SUBJECT TO A COVENANT
DATED ----- --- 11
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION
DATED11
--------------
APPROVED BY-
LEXINGTON
YLEXINGTON PLANNING BOARD
tol-102aL41
DATE.•
• �
BORDERING VEGETATED WETLANDS
x-13
WETLAND FLAG
SBDH
STONE BOUND/DRILL HOLE
A.G.
ABOVE GRADE
B.G.
BELOW GRADE
PIS
PLUMB/SOLID
■
PROPOSED MONUMENT
RECORD OWNER:
TIFFANY FAMILY NOMINEE REALTY TRUST
clo MS. CAROLYN H. TIFFANY
109 REED STREET
LEXINGTON, MASSACHUSETTS 02427
CERTIFICATE No. 217385
REFERENCES•
- LAND COURT CASE 34889-A
- LAND COURT CASE 27031-A
- LAND COURT CASE 23533-A
- PLAN No. 123 OF 1940
- PLAN No. 361 OF 1943
- PLAN No. 574 OF 1960
- PLAN No. 1961 OF 1960
DOCUMENTS ON RECORD AT THE
MIDDLESEX SOUTH DISTRICT REGISTRY OF
DEEDS.
CBDH
NOT FOUND
81.99'
/ W \
C) .
DETAIL
(N. T S) 2 N35°15'00
66. 11 ' _ 118.48'
�/ 0.60' 0.05' ,.
o 1� o
o LJI o
518 "IR CBDH./
1/2IRi0
510-12 04
,0.77'x. -
,W 'c
h
444.00,- 570+00
S2844'06'E 1/2" IRON ` ---
ROD FOUND p
= DETAIL F.• 0.9' A.G., P/s
W
V. T S.) (SEE DETAIL F) I
o
DRILL HOLE <
NOT FOUND 6.14'
W
0
NOW OR FORMERLY }
HONGWEI SUN & I o ^
HUA/NING ZHU
DEED BOOK 56407 2
PAGE 95
h 7"X9" STONE
N BOUND DRILL HOLE
_ 1 0.5 A. G. PIS
227.88,
PROPOSED
MAINTENANCE
EASEMENT
(428±S.F.)
(SEE DETAIL E)
DETAIL
h �\
SBOH 0J04'10
/
(N. T. S.)
\
444.00'
N284406"W
CBDH
SUBSTANTIAL COMPLETION OF CONSTRUCTION ACTIVITIES
h I
43.52"
"c
o
ESSEX
1°'0
oWI
STREET
EASEMENT
o° o N
l
r/�
W
42 00'
DETAIL G:
o
(N.TS) j
I
N 009 1'lP
�
o
DRILL HOLE <
NOT FOUND 6.14'
W
0
NOW OR FORMERLY }
HONGWEI SUN & I o ^
HUA/NING ZHU
DEED BOOK 56407 2
PAGE 95
h 7"X9" STONE
N BOUND DRILL HOLE
_ 1 0.5 A. G. PIS
227.88,
PROPOSED
MAINTENANCE
EASEMENT
(428±S.F.)
(SEE DETAIL E)
S28 °44 061E 6X6' CONCRETE BOUND NOW OR FORMERL Y `-
444.00' DRILL HOLE SET 0.5' A.G. MASSACHUSETTS BAY
A Ll 43.52 _ IRA NSPOREMANN AUTHORITY
10 (MINU7 )
S61 °15'54'"W ��� � BIKEWq y
\ 10.00'
ilL N28.44'06'W-1 1'11- 216.12'
42.00' \ p TiiTT
\ ell, \ FFO9�rFF FIT
r
6',�SFy�F2R>> AF�tii
all,
c FS. F s F
\ IQ���
\kill
(SEE DETAIL G) - 20.00' 3 W V ali, - \ 63S 8 FT
20.00' �'�. o \ L ��. p J /T
------"" � p IRON PIPE
6"X6" CONCRETE \ ,h y NOT FOUND
ESSEX STREET i �� LOT 4 BOUND DRILL �F ASN)' ;''6�,.
} v N5534'16"E :o / AREA= o-
�40.81' 38,763tSF
y\
(DEVELOPABLE
� N?O
03 53' AREA=23, 094±SF)
W
LOT 3 / 3.00,_
1 " IRON PIPE FOUND 50,723±SF I pp
0.1' B.G., BENT (DEVELOPABLE PROPOSED DRAINAGE
LOCATED BASE AREA=46.430±SF) EASEMENT
(SEE DETAIL G) (1,747±S.F.)
\ 5 I CH=31.79' \
PROPOSED UTILITY /�2 \� \
l 3g'22'31"W
EASEMENT / 1 p8 / N -30.43'13"
NOW OR FORMERLY / (5,827±S.F.) 62, 5'E." D- 6. 8 " h
h's1 / L=32.17.. i D 3- 3p. 3 h
CHRISTOPHER H. LEUNG ^ �° G 5 12 4kSpy ^
&MAR/A D. FLING PROOF CIRCLE
n vi h / / \ �� 11� y 2 Do 9s sy DIA=100' ' o
DEED BOOK 57145 PAGE 211 N o p i6 00 296 �i• I - p
= 1 PROOF CIRCLE/ I 60' OQ, (�'•) h
l A DIA=100' o� I \FRONTAGE=85.31' N
FRON AGE=117.51/ \ l NOW OR FORMERLY
/ LOT 6 � NOW
A. BYRNES
I \ 1
AREA- DEED BOOK 63499
o
f- (� 18,659±SF o \ / o� PAGE 311
N35°15'00"W I
1' IRON PIPE FOUND - - - - - - - -
117.24' N32 3256 "W /
0.1' A.G. - I L=20.09' +
7.91,\ R=60.00, 60.00' 93 43,
N35°15'00"W \ D=19°71'14"
CH=20.00, \^ p / S2407?4
140.4
0'
I y ,�..� S5322'Ol "W -_....___.. o,• a
0 ; p 6'X6" CONCRETE BOUND
DRILL HOLE SET
LOT 5
� (FLUSH)
AREA= v
15,505±SF \ Q
NOW OR FORMERLY y�
ROGER & CHERYL SULLIVAN
DEED BOOK 52392 PAGE 90
lid. u ' PROOF CIRCLE ' 2
PR OF C/RC4 1 o 'w DIA=100' o
1A-100' 1. o ^? L-26.32' (TYP.)
R=25.00' 1 FRONTAGE=268.04' o
? L O T 2� FRO TAGE=12& OO'� 0 L D=58'02'03Y a O
AREA=
+ "i ^ I.
h 17,591±Sf� \ �j ' n+ h
J. 62
1 111P V)
� - - - - 4� 6'X6" CONCRETE BOUND '� l 07>'
1 "'lP DRILL HOLE,
1/
(FLUSH) % J - --_ l^O' / 1p0 pO
^ / % x o � 4 �7
0 1.0 l / % \ w h \ t0p 00 / N2 24'1N
0, J \ _ / h N DETAIL B.
N2 -� n N35.14'54"W q 24 -124'$y /
40124.. p DRILL - 3p3 [��J o -� (N.T.S)
o < o
0.08 HOLE / ;/ / 138.25' NTg�\34'�y I n ROD FOUND
0.2'" B. G. N PIS (SEE DETAIL A)
DETAIL H. o -O � \ 1 � 1 " IRON PIPE FOUND
(N.LS.) I ^ ` \ O > / y> 0.1' B.G. (SEE DETAIL B)
v / S65 59'05"W o h ^
h N24°01'24"W h Q N
Z 1.00' 4.95' 'n o b o a N O ,0 0.2_6
1" IRON PIPE FOUND - o �l I^ol ol/ 112 "IR N24p 21 ¢„W
0.2' A.G. (SEE DETAIL H) \ ►� o +
i
o �i ati 1 PROOF CIRCLE
DETAIL
IL.
Aoo: hLOT I SDRILL HOLE FOUND IN AREA= T
BASE STONE (rYP�r`F 18,358±SF FRONTAGE= DETAIL H) �
to Qv
Ln N1
LO
2 -
6"X6" CONCRETE
BOUND DRILL HOLE 2I ` \
FOUND FLUSH +
L=39.28'/ I L=39.28' o) NOW OR FORMERLY DRILL HOLE FOUND
R=25.00' R=25.00' co 1 SMAINE ZEROUG NABILA BABA-ALI IN BASE STONE
5/8" IRON ROD FOUND FLUSH ` \ \ D=90°00.57" 0=8959'03" M 1 DEED BOOK 60615 PAGE 156
(SEE,DETAIL l)
90.04' 66.11' 118.48' \ 21.15'-. _90.00' ! 172.25' _
238.14' N35°15'00"W N35°15'00"W N34'1120"W 28340'
6'X6" STONE 1%2" IP FND BENT 90; 1.4' LONG
BOUND DRILL HOLE LYING PRONE 0.5' B.G.,
---- FOUND FLUSHLOCATED_BASE ENTERING GROUND
_- _
- SEE DETAIL J)
REED STREET
(PUBLIC - VARIABLE MOTH)
GRAPHIC SCALE
SCALE: 1"-- 30'
15 0 15 30 60 120
S28 44 061 E
DETAIL
E
R � z
Cx7 M
a
w0
o' °
Oon
/
(N. T. S.)
\
444.00'
N284406"W
CBDH
SUBSTANTIAL COMPLETION OF CONSTRUCTION ACTIVITIES
h I
43.52"
"c
o
PROPOSED
MAINTENANCE
I
EASEMENT
o° o N
l
r/�
W
42 00'
"j
V)
N2844106 "W
m
S28 °44 061E 6X6' CONCRETE BOUND NOW OR FORMERL Y `-
444.00' DRILL HOLE SET 0.5' A.G. MASSACHUSETTS BAY
A Ll 43.52 _ IRA NSPOREMANN AUTHORITY
10 (MINU7 )
S61 °15'54'"W ��� � BIKEWq y
\ 10.00'
ilL N28.44'06'W-1 1'11- 216.12'
42.00' \ p TiiTT
\ ell, \ FFO9�rFF FIT
r
6',�SFy�F2R>> AF�tii
all,
c FS. F s F
\ IQ���
\kill
(SEE DETAIL G) - 20.00' 3 W V ali, - \ 63S 8 FT
20.00' �'�. o \ L ��. p J /T
------"" � p IRON PIPE
6"X6" CONCRETE \ ,h y NOT FOUND
ESSEX STREET i �� LOT 4 BOUND DRILL �F ASN)' ;''6�,.
} v N5534'16"E :o / AREA= o-
�40.81' 38,763tSF
y\
(DEVELOPABLE
� N?O
03 53' AREA=23, 094±SF)
W
LOT 3 / 3.00,_
1 " IRON PIPE FOUND 50,723±SF I pp
0.1' B.G., BENT (DEVELOPABLE PROPOSED DRAINAGE
LOCATED BASE AREA=46.430±SF) EASEMENT
(SEE DETAIL G) (1,747±S.F.)
\ 5 I CH=31.79' \
PROPOSED UTILITY /�2 \� \
l 3g'22'31"W
EASEMENT / 1 p8 / N -30.43'13"
NOW OR FORMERLY / (5,827±S.F.) 62, 5'E." D- 6. 8 " h
h's1 / L=32.17.. i D 3- 3p. 3 h
CHRISTOPHER H. LEUNG ^ �° G 5 12 4kSpy ^
&MAR/A D. FLING PROOF CIRCLE
n vi h / / \ �� 11� y 2 Do 9s sy DIA=100' ' o
DEED BOOK 57145 PAGE 211 N o p i6 00 296 �i• I - p
= 1 PROOF CIRCLE/ I 60' OQ, (�'•) h
l A DIA=100' o� I \FRONTAGE=85.31' N
FRON AGE=117.51/ \ l NOW OR FORMERLY
/ LOT 6 � NOW
A. BYRNES
I \ 1
AREA- DEED BOOK 63499
o
f- (� 18,659±SF o \ / o� PAGE 311
N35°15'00"W I
1' IRON PIPE FOUND - - - - - - - -
117.24' N32 3256 "W /
0.1' A.G. - I L=20.09' +
7.91,\ R=60.00, 60.00' 93 43,
N35°15'00"W \ D=19°71'14"
CH=20.00, \^ p / S2407?4
140.4
0'
I y ,�..� S5322'Ol "W -_....___.. o,• a
0 ; p 6'X6" CONCRETE BOUND
DRILL HOLE SET
LOT 5
� (FLUSH)
AREA= v
15,505±SF \ Q
NOW OR FORMERLY y�
ROGER & CHERYL SULLIVAN
DEED BOOK 52392 PAGE 90
lid. u ' PROOF CIRCLE ' 2
PR OF C/RC4 1 o 'w DIA=100' o
1A-100' 1. o ^? L-26.32' (TYP.)
R=25.00' 1 FRONTAGE=268.04' o
? L O T 2� FRO TAGE=12& OO'� 0 L D=58'02'03Y a O
AREA=
+ "i ^ I.
h 17,591±Sf� \ �j ' n+ h
J. 62
1 111P V)
� - - - - 4� 6'X6" CONCRETE BOUND '� l 07>'
1 "'lP DRILL HOLE,
1/
(FLUSH) % J - --_ l^O' / 1p0 pO
^ / % x o � 4 �7
0 1.0 l / % \ w h \ t0p 00 / N2 24'1N
0, J \ _ / h N DETAIL B.
N2 -� n N35.14'54"W q 24 -124'$y /
40124.. p DRILL - 3p3 [��J o -� (N.T.S)
o < o
0.08 HOLE / ;/ / 138.25' NTg�\34'�y I n ROD FOUND
0.2'" B. G. N PIS (SEE DETAIL A)
DETAIL H. o -O � \ 1 � 1 " IRON PIPE FOUND
(N.LS.) I ^ ` \ O > / y> 0.1' B.G. (SEE DETAIL B)
v / S65 59'05"W o h ^
h N24°01'24"W h Q N
Z 1.00' 4.95' 'n o b o a N O ,0 0.2_6
1" IRON PIPE FOUND - o �l I^ol ol/ 112 "IR N24p 21 ¢„W
0.2' A.G. (SEE DETAIL H) \ ►� o +
i
o �i ati 1 PROOF CIRCLE
DETAIL
IL.
Aoo: hLOT I SDRILL HOLE FOUND IN AREA= T
BASE STONE (rYP�r`F 18,358±SF FRONTAGE= DETAIL H) �
to Qv
Ln N1
LO
2 -
6"X6" CONCRETE
BOUND DRILL HOLE 2I ` \
FOUND FLUSH +
L=39.28'/ I L=39.28' o) NOW OR FORMERLY DRILL HOLE FOUND
R=25.00' R=25.00' co 1 SMAINE ZEROUG NABILA BABA-ALI IN BASE STONE
5/8" IRON ROD FOUND FLUSH ` \ \ D=90°00.57" 0=8959'03" M 1 DEED BOOK 60615 PAGE 156
(SEE,DETAIL l)
90.04' 66.11' 118.48' \ 21.15'-. _90.00' ! 172.25' _
238.14' N35°15'00"W N35°15'00"W N34'1120"W 28340'
6'X6" STONE 1%2" IP FND BENT 90; 1.4' LONG
BOUND DRILL HOLE LYING PRONE 0.5' B.G.,
---- FOUND FLUSHLOCATED_BASE ENTERING GROUND
_- _
- SEE DETAIL J)
REED STREET
(PUBLIC - VARIABLE MOTH)
GRAPHIC SCALE
SCALE: 1"-- 30'
15 0 15 30 60 120
S28 44 061 E
r
R � z
Cx7 M
a
w0
o' °
Oon
'I^o
o
7DRILL
8
_' • co
o
h�'D:
a
SUBSTANTIAL COMPLETION OF CONSTRUCTION ACTIVITIES
DRILL HOLE FOUND END
STONE WALL IN LARGE SOLID ROCK \
(SEE DETAIL D)
NOW
TOW/V OR LEX/MERCY
co", RV,gTONON
DEED BODK /O4 65
PAGE 51
(PARCEL 15)
OOW OR FORM
N
C? (''9 L 1,
gJ
.,.,,Fy RD
AWNU7EMAI77EMAI
�cc
12'4J'54 "
CONgER
of LEXIIVGTOYj DRILL s�
ON 0011 j/SS/O/V CO
HOLE ��
DRILL HOLE N
FOUND STONE 70OCg a
WALL IN LARGE SOLID ROCK
(SEE DETAIL C) DETAIL C.'
NOW OR (N. T. S.)
CO/VSER OF EXMiGRL Y
FAPI
U
tgitl1 7dG►"
0,00,
*SEE NOTE 9
Z
O
S
/
~I
O
��j" OF MqS
MATTHEW
LOWRY
No. 49625
W-1 Z070
V DEED �� RCEL COJ M/EON Q rrhh
h U 51
NO (-m
M
� 1.. THE PURPOSE OF THIS PLAN IS TO CREATE LOTS 1-6 (WITH A COMBINED TOTAL vrA
1�1
AREA OF 366± ACRES) FROM THE LAND DEPICTED ON LAND COURT CASE 34889A. W IJ n
LOT 1 WILL HAVE FRONTAGE ON REED STREET AN EXISTING, ACCEPTED RIGHT OF
WAY,- LOTS 2-5 WILL HAVE FRONTAGE ON THE PROPOSED RIGHT OF WAY (LOT 6), AS O
DEPICTED HEREON. r^
2. THIS PLAN IS BASED ON AN INSTRUMENT SURVEY PERFORMED ON THE GROUND BY ~ `�1 V
MERIDIAN ASSOCIATES, INC. BETWEEN JULY 08, 2019 & AUGUST 6, 2020.
J. THE SUBJECT PROPERTY IS LOCATED IN THE ONE FAMILY DWELLING (RS) RESIDENTIAL w Q
ZONING DISTRICT. Q W CJ W
4. THE SUBJECT PROPERTY IS DEPICTED AS LOT 480 ON TOWN OF LEXINGTON
ASSESSOR'S MAP 72.
5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH
MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE � q� O
ANY APPARENT VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONSTITUTE
A GUARANTEE THAT NO SUCH EASEMENTS EXIST f1i
6. THE WETLAND FLAGS DEPICTED WERE DEMARCATED BY LEC ENVIRONMENTAL W
CONSULTANTS, INC. ON JULY Z 2019.
7. THE DEVELOPABLE AREA DEPICTED ON THE PLAN REPRESENTS THE CONTIGUOUS w O
UPLAND AREA LOCATED TO THE SOUTHWEST SIDE OF THE WETLAND LINE DEPICTED (� I N
HEREON.
8. LOT 6 IS INTENDED TO REPRESENT THE RIGHT OF WAY.
9. THIS PLAN /S ON LAND COURT BEARING SYSTEM AS SHOWN ON LLC 34889-A, ALL
ENGINEERING PLANS ARE ON NAD83 PER TOWN OF LEXINGTON REQUIREMENTS.
W
1, CLERK OF THE TOWN OF LEXINGTON, o F o Q
MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF o Q
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED U
AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS
RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID NOTICE.
STONE BOUND
DRILL HOLE FOUND
PIS 0.4AG
89.28'
S34 50'35'E
o
1�7IP BENT\
v
1 i 172.25'
0.2' -' N34°11'20"W
DETAIL ✓.• /
\ (N. TS.)
TOWN CLERK
l DECLARE TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND
BELIEF THAT AS OF THE DATE OF THIS SURVEY, THE MONUMENTS CONTROLLING
PRIOR PLANS ARE IN THE GROUND AS SHOWN AND DESCRIBED HEREON. l
FURTHER CERTIFY THAT ANY PROPOSED MONUMENTS SHOWN HEREON WILL BE
(�
R � z
Cx7 M
a
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o' °
Oon
O
i
U
SET IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS OF 2006 UPON
a
SUBSTANTIAL COMPLETION OF CONSTRUCTION ACTIVITIES
W
"c
THAT THE LOTS SHOWN ON THIS PLAN HAVE FRONTAGE ON A PUBLIC WAY THAT
r/�
W
WAS SHOWN ON A PREVIOUS PLAN (LAND COURT PLAN 1266-A) APPROVED IN
V)
d vp, N
0
m
ACCORDANCE WITH THE SUBDIVISION CONTROL LAW, OF AT LEAST SUCH
DISTANCE, IF ANY, AS IS THEN REQUIRED BY ORDINANCE OR BY-LAW OF SAID
x
CITY OR TOWN FOR ERECTION OF A BUILDING ON SUCH LOT, AND IF NO
u? d
U
DISTANCE IS SO REQUIRED, HAS SUCH FRONTAGE OF AT LEAST TWENTY FEET
um
THAT THIS PLAN WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND
x
m
IN ACCORDANCE WITH THE LAND COURT INSTRUCT/ONS OF 2006 BETWEEN JULY 8
w
o
AND AUGUST 26, 2019.
THAT THE CONDITIONS ON THE GROUND ARE THE SAME NOW AS AT THE TIME OF
U
�
THE ORIGINAL SURVEY OF AUGUST 26, 2019.
DA TE:
SEP 25, 2020
SCALE:
1" = 30'
SHEET No. j
FOR MERIDIAN ASSOCIATES, INC. DATE 6 OF l _5
PROJECT No.
DWG: No. 6247-1_DEF-PPL(LCC).DWG 6247
oovneht n by Mendian Associates. Inc. All nahts rese
SD -a-82 SD - 492