HomeMy WebLinkAboutLL-1436IRO�P fP I DETAIL 'C'
IRON PIPE
FOUND.
SEE DETAIL
LOTS
264 S.F.f.
0.0061 AC.t
_ REBAR WITH `.. DRILL HOLE
IO"E 149.73' CAP SET SET
NIF
GABLER REALTY TRUST
LAND COURT CERT#237085
LOTS 8 & 70 ON PLAN 23315B
LOT 12 ON PLAN 23375C
TOWN MAP 28 PARCEL 378
C•
-Z AS DESCRIB IN DOCUMENT# 1025416
IRON PIPE 'i I 551`34'00"E 220.26'
FOUND ( —�
SEE DETAIL 'D'I
EXISTING
I SHED
f IRON PIP
FOUND
y DETAIL G'
a
it
YARD EASEMENT
AS DESCRIBED IN
DOCUMENT¢' 1213767
1 I z
1l /1
t JI
\ r
\
40.2't
\CORNER BOARD
I\
\
I \
IRON PIPE
FOUND
SEE DETAIL E'
\ I RON PIPE
FOUND
DETAIL E'
HOWARD Mf TARLOW
LAND COURT RT.#251070
LOT 15 ON P N 23315D
TOWN MAP 28 PARCEL 38F
EXIST\,
DRIVEWAY
LOT 18
55,454 S.F.t.
.2730 At' .t
45.8't
CORNER BOARD
IRON PIPE
SHOWN AS
TO BE SET
NOT FOUND
t 1:3
CONCRETE
BOUND/
DRILL HOLE
SHOWN AS
TO BE SET
NOT FOUND
STONE BOUND\
DRILL HOLE
FOUND
DETAIL 'A'
REBAR KITH
CAP SET,
-n,11 i
5z 96 LOT 10
5,580 S.F.t.
0.1281 AC.t
'1KE
551'34'00"E 98.00' +
26,027 CLOSURE ERROR = 0.0374
117.73'
32.00'
N -7
'r 3
SHOWN, ON DECEMBER
IIII
S38 -26'00"W_.----
LAND COURT MANUAL
06 °
oa
MEASURED WITH THE
L
22 8.25' `
32.00'
my
N
F,3...
ca -S51.34'00"E
rs �'
6,31
REBAR WITH
S.F.i. CAP SET
00
a ---
Nob 551'3400"E
`
j
ail 0.1450
AC.t
0.0553 AC.t
ca 63.00'
TY EASEMENT -- REBARCAP WIN
SET
-Z AS DESCRIB IN DOCUMENT# 1025416
IRON PIPE 'i I 551`34'00"E 220.26'
FOUND ( —�
SEE DETAIL 'D'I
EXISTING
I SHED
f IRON PIP
FOUND
y DETAIL G'
a
it
YARD EASEMENT
AS DESCRIBED IN
DOCUMENT¢' 1213767
1 I z
1l /1
t JI
\ r
\
40.2't
\CORNER BOARD
I\
\
I \
IRON PIPE
FOUND
SEE DETAIL E'
\ I RON PIPE
FOUND
DETAIL E'
HOWARD Mf TARLOW
LAND COURT RT.#251070
LOT 15 ON P N 23315D
TOWN MAP 28 PARCEL 38F
EXIST\,
DRIVEWAY
LOT 18
55,454 S.F.t.
.2730 At' .t
45.8't
CORNER BOARD
IRON PIPE
SHOWN AS
TO BE SET
NOT FOUND
t 1:3
CONCRETE
BOUND/
DRILL HOLE
SHOWN AS
TO BE SET
NOT FOUND
STONE BOUND\
DRILL HOLE
FOUND
DETAIL 'A'
REBAR KITH
CAP SET,
-n,11 i
5z 96 LOT 10
5,580 S.F.t.
0.1281 AC.t
'1KE
551'34'00"E 98.00' +
26,027 CLOSURE ERROR = 0.0374
"'
N63035'40"W
3.) THE MONUMENTS
SHOW ON THIS PLAN WERE FCUND, AS
SHOWN, ON DECEMBER
18, 2025.
4.) IN ACCORDANCE WITH SECTION 2.1.3.4.7 OF THE' 2006
LAND COURT MANUAL
OF INSTRUCTIONS A COMPARISON WAS
N51'34'00"W
MEASURED WITH THE
LOT 20 0-
AND MEASURED WITH
A STEEL TAPE AND THE TWO
MEASUREMENTS WERE
IN AGREEMENT WITH EACH OTHER.
1o.00'
LAND COURT MANUAL
2,411 S.F.
00
MADE TO VERIFY THE PRIMARY
-_20.0
'
0.0553 AC.t
NM
—i
REBAR WTH
CAP SET 2 ��
rr
°x°�
{
> - RIGHTS IN
o
PORTION OF
,ri
RIGHT OF WAY
°
I
/ TO BE DISCONTINUED
_
REBAR WI1H' \ 1$.00'
o
CAP SET 506, 51'34'00"N/
'61
\
LOT 21fi
762 &F.f. -'
\ 0.0175 AC.f
f
REBAR W7THi
CAP s£r
o
_!I
—
R
SPIKE
REBAR WITH
-�
20, 0
-r
S
T
CAP SET
1 4'
3
0 "E
RIGHT OF WAY --
EASEMENT
AS SHOWN ON
PLAN 23315A
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LAND COURT CERT.#237085
N
I
LOTS 8 & 10 ON PLAN 23315E
06
z
LOT 12 ON PLAN 233150
TOWN MAP 28 PARCEL 373
EDGE OF PAVEMENT --�,
--- HELD FOR DIRECTION
71' --
STONE BOUND/ N51`34'00"W 150.00'
DRILL HOLE `—
FOUND — SEE DETAIL 'A'
I
20.00'
MAG NAIL
FOUND — SEE
DETAIL B'
SUMMER STREET
(STATF. HIGHWAY LAYOUT — 50' WIDE)
MAGNETICO
NAIL o
FOUND I
DETAIL 'B'
N51'34'00"W 125.00'
N
RECORD OWNER
PAMELA ROSENGARD
12 SUMMER STREET
LEXINGTON, MA
REFERENCE
MIDDLESEX REGISTRY OF DEEDS
SOUTH DISTRICT
LAND COURT CERT.# 240721
LAND COURT PLAN 23315 E
ZONING DISTRICT
RO
TOWN MAP 28 PARCELS 38E & 38H
PLANNING BOARD APPROVAL
UNDER SUBDIVISION CONTROL
LAW NOT REQUIRED
LEXINGTON P NNING BOARD
CONCRETE BOUND/
DRILL HOLE
FOUND
'�-Dy,T j19 i 'D;�J�
DATE
THE ENDORSEMENT ABOVE IS
NOT A DETERMINATION BY THE
PLANNING BOARD AS TO
COMPLIANCE WITH THE ZONING
BYLAW
HELD FOR POSITION
REVISIONS
DESCRIPTION
N51'34'C
BY I CHWD
NOTES:
1.) ALL TRAVERSE LINES WERE MEASURED WITH AN ELECTRONIC
MEASURING INSTRUMENT. (ACCURACY = 2mm + 2ppm)
2.) PRECISION = 1 :
26,027 CLOSURE ERROR = 0.0374
ERROR DIRECTION =
N63035'40"W
3.) THE MONUMENTS
SHOW ON THIS PLAN WERE FCUND, AS
SHOWN, ON DECEMBER
18, 2025.
4.) IN ACCORDANCE WITH SECTION 2.1.3.4.7 OF THE' 2006
LAND COURT MANUAL
OF INSTRUCTIONS A COMPARISON WAS
MADE BETWEEN MEASUREMENTS OF A BASELINE OF 451.74'
MEASURED WITH THE
SAME INSTRUMENT USED IN THE SURVEY
AND MEASURED WITH
A STEEL TAPE AND THE TWO
MEASUREMENTS WERE
IN AGREEMENT WITH EACH OTHER.
5.) IN ACCORDANCE WITH SECTION 2.1.3.4.8 OF THE. 2006
LAND COURT MANUAL
OF INSTRUCTIONS SECONDARY
MEASUREMENTS WERE
MADE TO VERIFY THE PRIMARY
MEASUREMENTS.
"I CER77FY THAT THIS PLAN WAS DRAWN FROM AN ACTUAL
SURVEY MADE ON THE GROUND IN ACCORDANCE WITH THE
LAND COURT INSTRUCTIONS OF 2006 ON SEPTEMBER 26,
2023 AND DECEMBER 18, 2025.
DATE A i'T
PROFESSIONAL LAND SURVEYOR
"I CERTIFY THAT AS OF THE DATE OF THIS SURREY, THE MONUMENTS
CONTROLLING PRIOR PLANS ARE /N THE GROUND AS SHOWN AND
DESCRIBED HEREON. / FURTHER CERTIFY THAT ANY ADDITIONAL
MONUMENTS SHOWN HEREON HA VE BEEN SET IN ACCORDANCE
K97H THE LAND COURT INSTRUCTIONS OF 2006 AS OF THE DATE"
OF THIS SURVEY. "
*//S/:2 L
�
DATE A -07
PROFESSIONAL LAND SURVEYOR
NOTES:
1)PARCELS 22 & 23 CANNOT BE USED FOR THE SITE
FOR A BUILDING, THEY ARE SHOWN FOR CONVEYANCE
PURPOSES ONLY.
23315 F
LAND COURT
MAY 2'i 20.26
FILE
FLAN OF LAND
LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
No. 12 SUMMER STREET
BEING A DIVISION OF LOT 19 SHOWN ON LAND
COURT PLAN 23315-E '
(CREATING 2 LOTS'
SCALE: 1 " = 20' DATE: AUGUST 6, 2025
PREPARED BY
STAMSKI AND MCNA.RY, INC
1000 MAIN STREET ACTON, MA
ENGINEERING — PLANNING — SURVEYING
�* RESPONSIBLE SURVEYOR — JOSEPH MARCH No. 36384
l 'ter
t
PNONF,: (978) 263-8585
a u. b cH cn
sa n 0 ?0 1410 60 80 FT
(6253.LC.ANR.WKSHEET.dwg) 12 Summer Street SM -6253
ato & 43 1 Sao �ft