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MERRIMAC -URBAN
LAND COMPLEX
PLANNED
DEVELOPMENT
DISTRICT RD -2
10' WIDE•
7RANS177ON
AREA (1?P)
SOIL TYPE DIVIDE
A j '8 Or , , 7'
_
/ A,`15 SJP v!AP C3, 107 ?1SA l 3535
DA 7E•
®�
LL14r'P? ,`lU.4 TCRS0,^
HEN0E, 11
& LE SUE H.
U✓;`LCO7T riE` R/E
a rriF
A NORSE4 T S., JR &
F,,� TRICIA .1 IrNGER
f 74
D lYELUAIG
tOP EAST (PU84IC - 50' WIDE - 1946 COUNTY LAYOUT)
,hC
(
�, ti BKr`C
b,'AL K
Y�
»� �... %Jcy `S BUILDING fy
's'' i r YF'%
lA.!/ls
iC
w v W
14� FF F= 7 88. 70
r-� r
TP -3 0
/PAUL R. KEELER 111x
9 Ka BOOK 26635, PAGE 70*
'PLAN NO. 723 OF 1949* i`
j
I ''ASSESSORS MAP 61 LOT 7 .
AREA= 168,62 iSES7'
L. P.
`TP
Aa-
c
to
tr�� i Y frt
ELEVATION
OVEFHAh
328
(TYP
WAREHAM LOAMY
i1 FINE SAND
189.81
✓: TC. L a. Fr r A AN &
12) 8 \
u 1n rR'L'Sr-r
/�
J J BOOK 24. ,✓ PArC .g2,
RO
F'L AAI NO, 828 OF 1973*
i
ASSF.S.>L ? PAP :.3, .1 Or II JE,
0
>5'
14 7P -7
(7)p.
IPR C770N
LIMIT OF TREE O?E
�30
SETBACK AS DEFINED BY THE
No. 1389 OF 1977
TOWN OF LEXINGTON TREE
24"
BY- -LAW (TYP)
JI,AF
ZONE RO
iiA,V A!v & MAR ✓AN 1011dAL1 TAV WGAR
C O .,.
ti ✓ELL
r
121 MARRETT ROAD
f
PLANNED
DEVELOPMENT
DISTRICT RD -2
10' WIDE•
7RANS177ON
AREA (1?P)
SOIL TYPE DIVIDE
A j '8 Or , , 7'
_
/ A,`15 SJP v!AP C3, 107 ?1SA l 3535
DA 7E•
®�
LL14r'P? ,`lU.4 TCRS0,^
HEN0E, 11
& LE SUE H.
U✓;`LCO7T riE` R/E
a rriF
A NORSE4 T S., JR &
F,,� TRICIA .1 IrNGER
f 74
D lYELUAIG
tOP EAST (PU84IC - 50' WIDE - 1946 COUNTY LAYOUT)
,hC
(
�, ti BKr`C
b,'AL K
Y�
»� �... %Jcy `S BUILDING fy
's'' i r YF'%
lA.!/ls
iC
w v W
14� FF F= 7 88. 70
r-� r
TP -3 0
/PAUL R. KEELER 111x
9 Ka BOOK 26635, PAGE 70*
'PLAN NO. 723 OF 1949* i`
j
I ''ASSESSORS MAP 61 LOT 7 .
AREA= 168,62 iSES7'
L. P.
`TP
Aa-
c
to
tr�� i Y frt
ELEVATION
OVEFHAh
SET IN U77LITY
(TYP
-`
01 15" C?G
189.81
rST' NE RETAINING
12) 8 \
MILFORD, MA 01757
/�
AtIlF
RO
0 0
i
EN L1-•" CHi1NV & f ' -1 YI.i SM LrE
0
14 7P -7
}�20
OAk, PAD 0
�30
F AG
�;; °OLE
No. 1389 OF 1977
24"
JI,AF
0
PAD
iiA,V A!v & MAR ✓AN 1011dAL1 TAV WGAR
C O .,.
ti ✓ELL
cr
121 MARRETT ROAD
m v
t,
! Avv
{0»
SOIL TYPE DIWL
C40 a
24
24"
C24
,nANA >„ h'Gr YIN a
HANLAN LIU
1180
UWLLCr'�fG
TREE T
„[ _1 -- 20-
r-t
y ,WOOD FRAME
'T D 14`E1 L!IV ` a
86.9
- F C30 {
40 r� N/F l
PBK NOMINEE TRUST,'
PAUL R. KEELER 1/4 IRS
DEED BOOK 32087, PAGE 498*
ASSESSOR'S MAP 62, LOT 6
24" AREA= 148311-TF.
1 .40040 107.85'
(4) 6» S
C30 iC20 04"
A
z 20„
x C40
_ I8" TP -4 y�
is c20 LLlJ11
v' 3G C 0 626E
MERRIMAC -URBAN
LAND COMPLEX
D,_8
n �
)
` G4, 320-
J9 2 4 a �C4
7P -1 C40
iR^
CA -
�1& t
jo" ` 'x46-_,- t
10'
C r (41 14"'
` X20 1i
CT's\ �
am Eft 12
ii
12" i
„
0
v 70 oll
I
,8»
C20
5,•
C30
C24
i
— 787- - - -- -- _
ZONE RO
1 �
f
C43 10„
C20
Z
2� C2 /
` 020
�G C4;
55
1, -DBNAJA _+ r= 'CLERK OF THE TOWN OF LEXINGTON,
MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED
AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS
RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID N077CE.
o- v owi
TOWN CLERK ATE
m
1
I
i
i
1,
i
� 15'
�° C3
ABUTTNv PROPERTY BUILDINGS
AND SITE FtA %URES COAWrP /LED
USING TOWN OF LEX,'NG7ON GIS
PLANS (TYP)
STAR77NG BENCHMARK:
ELEVATION= 187.55'rHIGH POINT
OF SBW /OH FOUND 0.2BG.
immrnrr,
i
�83
NOOD< FRAME
DWELLING
NAF
ER[C H.: & JOAN CA rLSON
REG,STRATION BOOK 187, PAGE 66*
'AND COURT PLAN NO. 18397-E*
ASSESSOR'S MAP 62, LOT 5 A
C4
W
vJ
W
0
j BY -LACY (TY') I
1 i rn o
o a
yam,'
2» l�I
5,.
L
36"
NIF
�1 NORMAN 8. & DOROTHEA L S'ELSON
RE0STRAROA+ BOOK 1019, PAGE 1,31`'
7- , = 18" LAND COURT PAN NO. 183 )7 -:E*
-c
i� ASS �SGR S >U,AP 6?, LOT , JG
\\ /
14 o
0
7P -5 24 ZONE RO
DESCRIPTION
ELEVATION
71 EAST STREET.-
SET IN U77LITY
KEELER REALTY'TRUST
2 ASPIKE
2
2 POLE #27/12L, 0' A.G.
189.81
/�,
12) 8 \
MILFORD, MA 01757
/�
AtIlF
RO
79 EAST STREET
EN L1-•" CHi1NV & f ' -1 YI.i SM LrE
PAUL R. KEELER 111, TRUSTEE
+E PACE 134-`, il
}�20
MILFORD, MA 01757
�30
:jVp ,l CC;R7 Pr sv <1C r639j-E*
No. 1389 OF 1977
24"
ASSESSORS VAP 02, LO -1 3 A
JI,AF
SHELDON CORP.
iiA,V A!v & MAR ✓AN 1011dAL1 TAV WGAR
TODD CATALDO
REGISIRATIO,N &?OK 1355 PAGE /-I'
121 MARRETT ROAD
LAND COURT PLAN NO 13397 -E*
LEXINGTON, MA 02421
ASSESSORS MAP 61, LOT 140
REVISIONS
2
10/19/11
GRAPHIC
SCALE
ACC
BWT"
1
- PL,
60
- PL.
SCALE l--40'
- PL.
FEET 40
0 20 40
80
10.
METERS 0
10 20
40
1, -DBNAJA _+ r= 'CLERK OF THE TOWN OF LEXINGTON,
MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED
AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS
RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID N077CE.
o- v owi
TOWN CLERK ATE
m
1
I
i
i
1,
i
� 15'
�° C3
ABUTTNv PROPERTY BUILDINGS
AND SITE FtA %URES COAWrP /LED
USING TOWN OF LEX,'NG7ON GIS
PLANS (TYP)
STAR77NG BENCHMARK:
ELEVATION= 187.55'rHIGH POINT
OF SBW /OH FOUND 0.2BG.
immrnrr,
i
�83
NOOD< FRAME
DWELLING
NAF
ER[C H.: & JOAN CA rLSON
REG,STRATION BOOK 187, PAGE 66*
'AND COURT PLAN NO. 18397-E*
ASSESSOR'S MAP 62, LOT 5 A
C4
W
vJ
W
0
j BY -LACY (TY') I
1 i rn o
o a
yam,'
2» l�I
5,.
L
36"
NIF
�1 NORMAN 8. & DOROTHEA L S'ELSON
RE0STRAROA+ BOOK 1019, PAGE 1,31`'
7- , = 18" LAND COURT PAN NO. 183 )7 -:E*
-c
i� ASS �SGR S >U,AP 6?, LOT , JG
\\ /
14 o
0
7P -5 24 ZONE RO
DESCRIPTION
ELEVATION
71 EAST STREET.-
SET IN U77LITY
KEELER REALTY'TRUST
2 ASPIKE
2
2 POLE #27/12L, 0' A.G.
189.81
/�,
HIGH POINT OF A STONE
MILFORD, MA 01757
/�
BOUND W/ DRILL HOLE
243
79 EAST STREET
PBK NOMINEE TRUST
PAUL R. KEELER 111, TRUSTEE
11 EAST WALNUT STREET UNIT 11
}�20
MILFORD, MA 01757
�30
DEED 32087, PAGE 498*
No. 1389 OF 1977
24"
I&EE( C;l ANT
JI,AF
SHELDON CORP.
iiA,V A!v & MAR ✓AN 1011dAL1 TAV WGAR
TODD CATALDO
REGISIRATIO,N &?OK 1355 PAGE /-I'
121 MARRETT ROAD
LAND COURT PLAN NO 13397 -E*
LEXINGTON, MA 02421
ASSESSORS MAP 61, LOT 140
REVISIONS
2
10/19/11
160
TREE LIMIT OF WORK
ACC
BWT"
1
- PL,
60
- PL.
BWT
- PL.
- LC
*DEN(
10.
AT )
REGIS
BY
DWG. No. 5322DEF- SREANALYSIS
XREF•5322 -REC
T.B.M.#
DESCRIPTION
ELEVATION
71 EAST STREET.-
SET IN U77LITY
KEELER REALTY'TRUST
2 ASPIKE
2
2 POLE #27/12L, 0' A.G.
189.81
/�,
HIGH POINT OF A STONE
MILFORD, MA 01757
/�
BOUND W/ DRILL HOLE
188.17
(SEE NOTE 5)
SOILS INFORMA j10N:
TEST PITS TP -1 THROUGH TP -7 WERE PERFORMED ON
NOVEMBER 22, 2010 BY ERIC WILHELMSEN, PE (CERTIFIED
SOIL EVALUATOR) OF MAI.
NO ES.H.G.W. WAS OBSERVED IN THESE
TEST PITS EXCEPT FOR IN TP -3.
TEST PIT: TP -1
ELEV = 186.4.1
D " -18" HORIZON Ap
18 " -20" HORIZON Bw
20' -42" LAYER Cl: FINE SILTY SAND, HEAVY MOTTLES
42 " -52" LAYER C2: MEDIUM /COARSE SAND AND GRAVEL
TEST PIT: TP -2
ELEV = 187.0±
0 " -22" HORIZON Ap & Bw: DARK LOAM
22 " -40" LAYER 01: FINE SILTY SAND
40' -62" LAYER C2: MEDIUM /COARSE SAND
TEST PIT: TP -3
ELEV = 187.21
O " -20" HORIZON Ap & Bw
20 " -22" LAYER Cl: MEDIUM /COARSE SAND AND GRAVEL
22 " -26" LAYER C2 FINE SILTY SAND
26 " -72" LAYER C3.• MEDIUM/COARSE SAND AND GRAVEL
MOTTLING 0 20" (ELEV =185.51-)
STANDING WATER OBSERVED 0 102° (ELEV =178.71-)
TEST PIT: TP -4
ELEV = 187.31
0 " -20" HORIZON Ap & Bw
20 " -34" LAYER C1: MEDIUM /COARSE SAND AND GRAVEL
34 " -56" LAYER C2: FINE SILTY SAND
56" -112" LAYER C3.' COARSE SAND AND GRAVEL
TEST PIT TP -5
ELEV. = 186.71-
0 " -22" HORIZON Ap & Bw
22" -46" LAYER Cl: FINE SAND
46 " - -52" LAYER CZ FINE SILTY SAND
52' -96" LAYER 03: FINE /MEDIUM SAND
TEST PIT. TP -6
ELEV, = 185.91-
0 " -20" HORIZON Ap & Bw
20" -,W LAYER Cl: MEDIUMICOARSE SAND AND GRAVEL
96" -109" LAYER CZ COARS SAND AND GRAVEL
TEST PIT TP -7
ELEV = 186.41-
O " -20" HORIZON Ap & Bw
20 " -42" LAYER Cl: FINE SAND AND GRAVEL, SILT
42" -96" LAYER C2: FINE /MEDIUM SAND AND GRAVEL
TEST PIT TP -8 WAS PERFORMED ON MARCH 30, 2011 BY PETER
POMMERSHEIM (CERTIFIED SOIL EVALUATOR) OF MAI AND WITNESSED
BY DAVID PAVUK OF THE LEXINGTON ENGINEERING DEPARTMENT.
TEST PIT: TP -8
ELEV. = 1873±
0 " -12" HORIZON Ap: FINE SANDY LOAM
12' -24" HORIZON Bw. FINE SANDY LOAM
24 " -36" LAYER Cl: MEDIUM SAND
36' -60" LAYER C2: SILTY LOAM
60" -110" LAYER C3.• COARSE SAND WITH
POCKETS OF FINE SANDY LOAM
REDOX OBSERVED 0 92" (ELEV = 179.6±)
STANDING WATER OBSERVED 0 114" (ELEV =177.81)
NOTE ELEVATION OF 171E WATER SURFACE OF WNE BROOK (AT
CROSSING WITH EAST STREET TO THE NORTH OF THE ROAD) WAS
DETERMINED TO BE 174.7-* AS MEASURED BY MAI ON APRIL 41,
2011.
H. P. HIGH POINT - - -- - -- ONE FOOT CONTOUR
FOOT CONTOUR
L. P. LOW POINT STONE RETAINING WALL
FLAGSTONE WALK
�r,�rrr�r�rrri
r " ?
EXISTING BUILDING j � T -_ BRICK WALK
CONCRETE PAD
LIGHT
DIRECTION OF FLAG POLE
"OVERLAND FLOW r. WELL
U77LITY POLE
<_1PL U77LITY POLE WITH LIGHT
SOIL TYPE DIVIDE �'.;H MAIL BOX
Fr FINISHED FIRST FLOOR
LIMIT OF PLANNED %' EDGE OF PAVEMENT
DEVELOPMENT DISTRICT RD -2 :'C. CONCRETE
3: is B17UMINOUS
ESTIMATED SEASONAL F
ESHGW NOW OR FORMERLY
HIGH GROUND WATER
.. IRON ROD FOUND
E' SEI'd-H STONE BOUND WITH
15 -259 SLOPES DRILL HOLE FOUND
- TERMINUS UNKNOWN
7P -1 TEST PIT
25 -409 SLOPES SHRUB
20 -FOOT DIAMETER CANOPY
" 0" CONIFEROUS TREE (1" -12")
>409 SLOPES ] C," DECIDUOUS TREE (1--12')
4"
CONIFEROUS TREE
LIMIT OF ZONING 7RANS177ON AREA ..
? DECIDUOUS TREE (13 " -18) ,
LIMIT OF TREE PR07EC77ON , r . 24
• SETBACK (AS DEFINED IN THE CONIFEROUS TREE (19 " -29)
LEXINGTON TREE BY- -LAW)
DECIDUOUS TREE (19 " -29 )
\ y Jam»
CONIFEROUS TREE (>32)
,y.
SOILS INFORMA ZL
SOILS INFORMATION DERIVED FROM 7HE USDA NATURAL RESOURCES
CONSERVA77ON SERVICE SOIL SURVEY OF MIDDLESEX COUNTY,
MASSACHUSETTS, URL:http://w ebsoilsurvey.nrcs.usda.gov.
i SOIL TYPE
RECORD OWNERS:
TYPICAL DEPTH TO
71 EAST STREET.-
GROUP
KEELER REALTY'TRUST
WAREHAM LOAMY FINE
PAUL R. KEELER Ill, TRUSTEE
ABOUT 6 "- 18"
11 EAST WALNUT STREET, UNIT 11
MILFORD, MA 01757
MERRIMAC -URBAN
DEED 26635, PAGE 70*
MORE THAN 80"
79 EAST STREET
PBK NOMINEE TRUST
PAUL R. KEELER 111, TRUSTEE
11 EAST WALNUT STREET UNIT 11
Vo. 723 OF 1949 *
MILFORD, MA 01757
No. 828 OF 1973 *
DEED 32087, PAGE 498*
No. 1389 OF 1977
AN 18397 -E
I&EE( C;l ANT
DOCUMENTS RECORDED
SHELDON CORP.
!IDDLESEX SOUTH
TODD CATALDO
OF DEEDS
121 MARRETT ROAD
LEXINGTON, MA 02421
REVISIONS
2
10/19/11
REVISE
TREE LIMIT OF WORK
ACC
BWT"
1
10/12/11
PER PB MEMO (9114111) & TOWN
ACC
BWT
ENGINEERING MEMO (9120111)
10.
DATE
DESCRIPTION
BY
CHK'D
H. P. HIGH POINT - - -- - -- ONE FOOT CONTOUR
FOOT CONTOUR
L. P. LOW POINT STONE RETAINING WALL
FLAGSTONE WALK
�r,�rrr�r�rrri
r " ?
EXISTING BUILDING j � T -_ BRICK WALK
CONCRETE PAD
LIGHT
DIRECTION OF FLAG POLE
"OVERLAND FLOW r. WELL
U77LITY POLE
<_1PL U77LITY POLE WITH LIGHT
SOIL TYPE DIVIDE �'.;H MAIL BOX
Fr FINISHED FIRST FLOOR
LIMIT OF PLANNED %' EDGE OF PAVEMENT
DEVELOPMENT DISTRICT RD -2 :'C. CONCRETE
3: is B17UMINOUS
ESTIMATED SEASONAL F
ESHGW NOW OR FORMERLY
HIGH GROUND WATER
.. IRON ROD FOUND
E' SEI'd-H STONE BOUND WITH
15 -259 SLOPES DRILL HOLE FOUND
- TERMINUS UNKNOWN
7P -1 TEST PIT
25 -409 SLOPES SHRUB
20 -FOOT DIAMETER CANOPY
" 0" CONIFEROUS TREE (1" -12")
>409 SLOPES ] C," DECIDUOUS TREE (1--12')
4"
CONIFEROUS TREE
LIMIT OF ZONING 7RANS177ON AREA ..
? DECIDUOUS TREE (13 " -18) ,
LIMIT OF TREE PR07EC77ON , r . 24
• SETBACK (AS DEFINED IN THE CONIFEROUS TREE (19 " -29)
LEXINGTON TREE BY- -LAW)
DECIDUOUS TREE (19 " -29 )
\ y Jam»
CONIFEROUS TREE (>32)
,y.
SOILS INFORMA ZL
SOILS INFORMATION DERIVED FROM 7HE USDA NATURAL RESOURCES
CONSERVA77ON SERVICE SOIL SURVEY OF MIDDLESEX COUNTY,
MASSACHUSETTS, URL:http://w ebsoilsurvey.nrcs.usda.gov.
i SOIL TYPE
N07
1. THE TOPOGRAPHY, S17E DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED
FROM A PAR77AL FIELD INSTRUMENT SURVEY CONDUCTED IN JANUARY 2011 BY MERIDIAN
ASSOCIATES, INC.
2. THE SUBJECT PROPER77ES DEPIC7ED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY
DWELLING).
J. THE SUBJECT PROPER71ES ARE DEPICTED AS LOTS 6 & 7 ON TOWN OF LEXINGTON
ASSESSOR'S MAP 62.
4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST.
A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE
USES OF THE LAND; MERIDIAN ASSOCIATES, INC. DECLARES, TO THE BEST OF OUR
PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF THAT NO SUCH EASEMENTS EXIST.
5. HIGH POINT OF A STONE BOUND WITH DRILL HOLE FOUND 0.2 B.G. ELEVA7ON 187,55 AS
DERIVED FROM A PLAN EN777LED "RECORD SEWER 3122174" FOR EAST S7REET ON FILE WITH
THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT REPORTED TO BE ON LEXINGTON SEWER
DATUM.
6. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE
OUTSIDE THE 0.27. ANNUAL CHANCE fLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP
NUMBER 25017CO404E DATED JUNE 4, 2010.
7. MAI HAS EVALUATED AND DETERMINED THAT THERE ARE NO FLOODWAYS, FLOODPLAINS
WETLANDS OR ASSOCIATED BUFFERS ON THE SUBJECT PROPER77ES
8. MAI HAS EVALUATED AND DETERMINED (PER INFORMA7ON AVAILABLE BY MASS GIS) THA T
THERE ARE NO UNIQUE SPECIMENS OF VEGETA77ON OR HABITATS OF RARE AND /OR
ENDANGERED SPECIES ON THE SUBJECT PROPER77ES
9. MAI HAS EVALUATED AND TAKEN INTO CONSIDERA77ON THE DESIGN WITH RESPECT TO AREAS
OF VISUAL IMPACT, INCLUDING VIEWSCAPES INTO AND OUT FROM THE SITE. THERE ARE NO
SOURCES OF NOISE AFFEC77NG THE SITE AND ABUTTING SITES OR P07EN77ALLY HISTORICALLY
OR ARCHITECTURALLY SIGNIFICANT STRUCTURES ON OR ADJACENT TO 771E SUBJECT
PROPERTIES.
71 & i9 EAST STREET
(ASSESSOR'S AIAP 62 - LOTS 7 Vic' 6)
DEFINITIVE SUBDIVISION
(IN ACCORDANCE WITH SECTION 175 -32F)
SITE` ANALYSIS MAI'
LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
PREPARED FOR
_ SHELDON CORP.
l{ SCALE: 1 40,' DATE- AUGUST 17, 2011
MERIDIAN
ASSOCIATES
500 CUMMINGS CEN'T'ER., SUITE 5950 69 MILK STREET, SUITE 302
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978) 299 -0447 TELEPHONE: (508 )871 -7030
WWM UDIANASSOC.COM
SHEET No. 2 OF 10 1 PROJECT No. 5322
HYDROLOGIC SOIL
TYPICAL DEPTH TO
GROUP
ESHGW
WAREHAM LOAMY FINE
GROUP C
ABOUT 6 "- 18"
SAND
MERRIMAC -URBAN
GROUP A
MORE THAN 80"
LAND COMPLEX
N07
1. THE TOPOGRAPHY, S17E DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED
FROM A PAR77AL FIELD INSTRUMENT SURVEY CONDUCTED IN JANUARY 2011 BY MERIDIAN
ASSOCIATES, INC.
2. THE SUBJECT PROPER77ES DEPIC7ED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY
DWELLING).
J. THE SUBJECT PROPER71ES ARE DEPICTED AS LOTS 6 & 7 ON TOWN OF LEXINGTON
ASSESSOR'S MAP 62.
4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST.
A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE
USES OF THE LAND; MERIDIAN ASSOCIATES, INC. DECLARES, TO THE BEST OF OUR
PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF THAT NO SUCH EASEMENTS EXIST.
5. HIGH POINT OF A STONE BOUND WITH DRILL HOLE FOUND 0.2 B.G. ELEVA7ON 187,55 AS
DERIVED FROM A PLAN EN777LED "RECORD SEWER 3122174" FOR EAST S7REET ON FILE WITH
THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT REPORTED TO BE ON LEXINGTON SEWER
DATUM.
6. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE
OUTSIDE THE 0.27. ANNUAL CHANCE fLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP
NUMBER 25017CO404E DATED JUNE 4, 2010.
7. MAI HAS EVALUATED AND DETERMINED THAT THERE ARE NO FLOODWAYS, FLOODPLAINS
WETLANDS OR ASSOCIATED BUFFERS ON THE SUBJECT PROPER77ES
8. MAI HAS EVALUATED AND DETERMINED (PER INFORMA7ON AVAILABLE BY MASS GIS) THA T
THERE ARE NO UNIQUE SPECIMENS OF VEGETA77ON OR HABITATS OF RARE AND /OR
ENDANGERED SPECIES ON THE SUBJECT PROPER77ES
9. MAI HAS EVALUATED AND TAKEN INTO CONSIDERA77ON THE DESIGN WITH RESPECT TO AREAS
OF VISUAL IMPACT, INCLUDING VIEWSCAPES INTO AND OUT FROM THE SITE. THERE ARE NO
SOURCES OF NOISE AFFEC77NG THE SITE AND ABUTTING SITES OR P07EN77ALLY HISTORICALLY
OR ARCHITECTURALLY SIGNIFICANT STRUCTURES ON OR ADJACENT TO 771E SUBJECT
PROPERTIES.
71 & i9 EAST STREET
(ASSESSOR'S AIAP 62 - LOTS 7 Vic' 6)
DEFINITIVE SUBDIVISION
(IN ACCORDANCE WITH SECTION 175 -32F)
SITE` ANALYSIS MAI'
LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
PREPARED FOR
_ SHELDON CORP.
l{ SCALE: 1 40,' DATE- AUGUST 17, 2011
MERIDIAN
ASSOCIATES
500 CUMMINGS CEN'T'ER., SUITE 5950 69 MILK STREET, SUITE 302
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978) 299 -0447 TELEPHONE: (508 )871 -7030
WWM UDIANASSOC.COM
SHEET No. 2 OF 10 1 PROJECT No. 5322