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ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD
INFORMATION RECOVERED THROUGH RESEARCH WI THOU T
SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION.
MFR7Qq
A�qy � �QFR gsep Up
SAS 0 OM
79¢1a NOW OR FORMERLY
RICHARD FILIPOWSKI
o(/�j71 8.+224
jf Ij jT t
(PR114 Iyq�L R +224.A
Cl� �\
�-
239.0 A L-
NOW OR FORMERLY
LAURA A. SANFORD 254.4 , 24' \ \ \ \
260 0+ 253 8 15" \\ \ \2p
BIT°
CONC. \ 260.
DRI VE . _/ »� _.<
0'-256.8 / 4i
5'
255.0+ 260/7 15 BULk, Aso 75 » \\ \\ \ \\
HEAD\ +248\ \\
25b'' Z
256.2 6 30" fi- ���\ � � \22 \\ \\
+ 12° BIT CONC \ �� 0A\
DRIVE +
h
- - - -- \ \ A STEPS F 246. \+ \
I 256 \ Qe ; 2sd 2 -112 STORY ��y \ ` 25 .0 (/ +249f)� i
15 1 WOOD \ t o Ili 1.
.. A DWELLING
OBW 2584
� 2561
LANDSCAPE F.F.F. = 258.4± i 10 N S
6, 7 AREA G (249, 8
_ - 5 0� a/
- - --
-
` --- -252-\
l +251.5 iOLQ -251. + 49.9 +249 -2 /
o/ +1
1 \� 249:8 0� "-2 D1A. CESSPOOL 25 "r S J
15 �� 25 12" + P
BIT. CONC. Q P -248- 525
S R DRIVE F \
\ +2 1 \ \ 52.6
\\ 18
\ / \ l 3D 5 1 \ +
INV o =249 2±(DROP INLET)
INV b= 248.2±(6'PVC)
(DROP INLET)
INV c =242 2±
TB.M;#
DESCRIPTION
ELEVA RON
LJS
FRONT CAP BOLT
1
1
OF HYDRANT
19312
A N �
RIGHT OUTSIDE CORNER
/NFO1?MAl10N:
A
OF CONCRETE STEP
198:17'
CBDI 9sD1LS
(0.5' A.G.)
,3 Q
MAG NAIL SET
IN 30" OAK TREE ROOT
248.98
TEST PIT WERE PERFORMED BY ALEXANDER F
20' A.G.
ti
v
Q4
MAG NAIL SET
IN 15" ASH TREE ROOT
228.99
INV.b= i84.ot
(0.5' A.G.)
SPIKE SET
A
IN 8" TREE (30' A.G)
201.10
g 2 Ro v 1
LEFT OUTSIDE CORNER OF
231.40`
ZL
CONCRETE APRON (FLUSH)
(SEE NOTE 7)
FOR REGISTRY OF DEEDS USE ONLY
CBDI/698
RIM= 188. 4±
INV a =185 5_(TO CULVERT)
INV b= 185.58- Z
IN c= 185.2±
UP #41
F. L. = 186.0±
212.3 +-� -
//,q:-- 203.3
/2� 9 r - +' NOW OR FORMERL Y
215.2-{
/ 2 106 / / A
HAZEL J. POTTER
&
( + I DEITER HEIEH
� 1
+221 ,18 1 21 3 +22+ 23 .61
/
+ 2� & 5 12\' 15' I I Iz
+78.6 i v 1 STORY
��� WOOD
/ q 6 c1�q DWELLING
\ 1
\ \ 4 �\ ( h5'1 lV, 36 ..
1932+
8 \ \
15V 6 >36" UPL #42
70 \\ fF lr 8 "� �9l A 12'RCP
\4 \ \\ NT \ V. WF INV. =187
i 5_
\ 99.2 WF „\ \9 (STONE
\ \` \�\ \ ;54 \ \ 6„ 24 \ HEADWALL))
cIV \ 1976 72 "�}
�+ /
2 ,
24 \ l
\78 95.8
198. ; \ 10" \ 1- {� 36,, 1
\\ . \W�2® \ X88,, ti loll -ilb
1
1
�'IG \15�
» \ FF 24 }» l f 1/ APPROXIMA
246 \ ��
LED
o \\ S 2» \ OUCR/
247; �4 \� ?� �\
�rn 439 �2�0 \
\\ 24 1/ R� \
RIM 24.86 2b"
FL. =2J8.4_± /y \\ 2
I9y
\ 70"
h1QTy � \\ \36
APPROVED BY-
LEXINGTON PLANNING BOARD
DATE.-
1
�6�'
J Q� r i E.O I . P. - i - 22.
+22q. 7 ._�.__.__
81A
\ a b
\ S a 228
FO o
RIM = 232.02
1NV.o= 222.6# COBBLESTONE
(DROP INLET) STEPS WOOD
NV.6= 216.6± &
STONE
GARAGE
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULA7701VS OF THE
REGISTERS OF DEEDS.
FOR MERIDIAN ASSOCIATES, INC. DATE
f 3
7 \ 10» \24 "C 1 b12
\\ \R8
v ;»
i7
X1976 \ . \ �6»
12'1 30 � \
( 1
\ \ V5 \ \ \\ \ \\ \ 6„ \ 12 \ „12" 12" 15" 24" 1
\\ \ \ \ \ \ 24 \ - -%
121 8 6
TP -}a 7);"-3 +92.8
\ \ \\ \\ 1 \\ \» \\ \ \\ 12" iv
12
l \ A 73 2x" \ v 8»
l 1 o'� 1 \\ \ 2�\ 8 ;
12„
1959
\\ ` + 98.2 8" \\ 12
8 \s 28 7P -4 \-
1 \Q 3
10'6
1 »
i 75"
ti 24, i } 24�„ 199, 8»
6
24 \�TP -1 V » \ \\ 8 of
Y \
\ 24 10"
° !
lo",
l0"
30' X38/1212, 8
0111 0
S
�\ AREA I
+2 .3 \ -S S \
20 A
2
222 EDAR \ \ \
\ \ \
226.01 POST \ \\ \\
SMH118 \\ \\ \\
RIM-210.15
BIT. CONC F.L.= 204.1# \\ \\
DRIVE \\ \
CONCRETE
APRON
"THIS PLAN 1S SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
I, ------------ -- CLERK OF THE TOWN OF LEXINGTON,
MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE 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 NOTICE.
TOWN CLERK DATE
f(ij
z I
i
N
\ CONC. \
WALK \ \
\ CONC
\TEPS
UP #45 \\
SMN 7
RIM= 198,52
F.L= 189.31
BIT
CONC.
WALK
CB,f4
RIM =198.1 ±
IN V. a= 195.3 ±(6 "PVC)
INV.b= 194.0±
IN V, c =1938±
TOP OF DEBRIS= 194,7±
DWG. No. 3977DEFREC
8K. #435, PG. #1
BIT.
CONC.
WALK
INV.a,b =1934_
TOP OF DEBRIS = 194.0±
REVISIONS
2
10129104
ADD NEWLY PAVED AREA
LJS
84Vi
1
9/9.`04
PROPERTY LINES
LJS
A N �
4
/NFO1?MAl10N:
DESCRIPTION
BY
° r�
CBDI 9sD1LS
y RIM = 8.4±
TEST PIT WERE PERFORMED BY ALEXANDER F
PARKER
ti
v
tNV. a= =11 84.31
FOR MERIDIAN ASSOCIATES, INC ON NOVEMBER 4, 2003.
; s
INV.b= i84.ot
c<s =4
TEST P1 T- TP -1
TEST PIT. TP -2
g 2 Ro v 1
SMH 3
ELEV. =2025
ELEV. =200.0
RtM= 188.79
G.W. ELEV. = 196.75
G. W. ELEV = 194.33
o j
0 " -25" FILL: LOAM /ASH
0 " -14" HORIZON Ap:
FINE SANDY LOAM H� F
25 " -31 " HORIZON
Ab: FINE SANDY LOAM
W-28" HORIZON Bh5:
FINE SANDY LOAM
31 " -41" HORIZON
Bwb: FINE SANDY LOAM
28 " -38" HORIZON Bw2'
Ate,
FINE SANDY LOAMi
41 " -77" HORIZON
Cl: SAND INTERBEDDED
38 " -73" HORIZON Cl:
LOAMY SAND 4 MASS-
77'l-98" HORIZON
C2: LOAMY SAND
73" -110" HORIZON C2
SAND i
E.SH.G.W. & 69"
E.S. H.0.W. & 68"
Leg MAA&
(NOT TO SCALE)
GRASS
TEST PIT TP -3
TEST PIT TP -4
?
ELEV. =195.0
ELEV. =197, 0
BIT
GW ELEV. = 191.33
G.W ELEV. = 193.25
CONC
WALK
O " -13" HORIZON
Ap: FINE SANDY LOAM
0 15" HORIZON Ap:
FINE SANDY LOAM
13 " -29" HORIZON
Bh5: FINE SANDY LOAM
15" -26" HORIZON Bw:
FINE SANDY LOAM j
29 " -38" HORIZON
Bw2.• FINE SANDY LOAM
26': -65" HORIZON Cl:
SAND
38 " -79" HORIZON
Cl: SAND
65"-99" HORIZON C2 'LOAMY
SAND
79" -103" HORIZON
C2 LOAMY SAND
E.S.H.G. W. ® 44"
E.S H. G W. ® 45"
GRASS
I
l
/ '
TEMPORARY BENCHMARK
j
BIT.
+247.1
SPOT GRADE
- -- 202 - --
TWO FOOT CONTOUR
1.
THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON
WALK
WALK
-200 --
TEN FOOT CONTOUR
WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED BETWEEN
SEPTEMBER 20, 2002 AND AUGUST 25, 2003 BY MERIDIAN ASSOCIATES, INC. E
Q
DRAIN LINE
GRASS
G
GAS LINE
2'
THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RS -ONE FAMILY
S
SEWER LINE
DWELLING.
W
WATER LINE
OHW-
OVERHEAD WIRE
J.
THE LOCUS PROPERTY IS DEPICTED AS LOT 195 ON TOWN OF LEXINGTON
TREE LINE
ASSESSOR'S MAP 56.
o CBDI 2
x x x
WIRE FENCE
4,
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
RIM =191, 44
❑ ❑ ❑
WOOD FENCE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF '
INV,b= 189.0±
c000000
STONE WALL
PLANS OF RECORD. MERIDIAN ASSOCIATES INC. DOES NOT WARRANTY NOR '
N=18791
V.b
���
STONE RETAINING WALL
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
i
INV, c= 186.9±
❑
THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL
NV. d= 186.8±
CA7CHBASIN
VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT
CBDI 1
D
DRAIN MANHOLE
1 -888- 344 -7233.
RIM= 191.4J
QS
SEWER MANHOLE
INV.= 1875±
WATER GATE
5.
THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
O
UTILITY POLE
TO OBSERVE ANY ,APPARENT, VISIBLE USES OF THE LAND: HOWEVER, THIS
SMH 4
RIM= 192.30
UTILITY POLE W/ LIGHT
DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.
F L. 184,9±
12"
SIGN
6,
THE WETLAND FLAGS DEPICTED WERE DEMARCATED BY LEG ENVIRONMENTAL
BIT.
B
BIT.
ON AUGUST 8, 2002.
DECIDUOUS TREE
I
WALK
15
7.
THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE TOWN OF
CONIFEROUS TREE
LEXINGTON SEWER DATUM. STARTING BENCHMARK: INVERT OF SEWER
GRASS
MANHOLE AT INTERSECTION OF GRANT STREET & ROUND HILL ROAD,
Q=
EXPOSED LEDGE OUTCROP
ELEVATION= 181.64.
CBDI
CATCHBASIN DROP INLET
F.L.
FLOW LINE
�) BI T,
WFJ+
WETLAND FLAG
m WALK
A. C.
ASBESTOS CLAY
/ 4
A. G
ABOVE GRADE
C.P.P.
CORRUGATED PLASTIC PIPE
PVC
POLYVINYL CHLORIDE
FFFRFNS
RCP
REINFORCED CONCRETE
PIPE�a
B.f4W
BORDERING VEGETATED
WETLAND
- DEED BOOK 13712, PAGE 335
ESH.G.W
ESTIMATED SEASONAL HIGH GROUNDWATER
- PLAN No.545 OF 1947
F.F.F.
FINISHED FIRST FLOOR
- PLAN No.2128 OF 1951
GRASS
y i Tp_ 1
TEST PIT
-PLAN BOOK 65> PLAN 12 '
- PLAN BOOK 88, PLAN 14
- PLAN BOOK 351, PLAN 29
CB 3
- PLAN BOOK 346, PLAN 31
,c
RIM= 196:0±
OWNER.
j
INV.= 1934- ±(12 "CPP)
RECORD
* DENOTES DOCUMENTS RECORDED AT THE
TOP OF DEBRIS = 193.4+
JOHN A. OBERTEUFFER & MIDDLESEX SOUTH REGISTRY OF DEEDS
KATHARINE A. MOCKETT
SMH115
14 GLEN ROAD SOUTH
RIM= 196.89
LEXINGTON, MASSACHUSETTS
a
INV. o= 191.2t(DROP INLET)
DEED BOOK 13712, PAGE
335
aS
iNV.b= 187.7±
I
INV c =1876±
GRAPHIC SCALE'
a
BIT.
SCALE 1 " =30'
CONC
WALK SMH 6
FEET
30 0 15 30 60 120
RIM =197 43
\ s
INV.a =1888±
INV.b= 188.6#
0 5 10 20 40 - '
S
INV c= 188.5±
METERS
\ CONC. \
WALK \ \
\ CONC
\TEPS
UP #45 \\
SMN 7
RIM= 198,52
F.L= 189.31
BIT
CONC.
WALK
CB,f4
RIM =198.1 ±
IN V. a= 195.3 ±(6 "PVC)
INV.b= 194.0±
IN V, c =1938±
TOP OF DEBRIS= 194,7±
DWG. No. 3977DEFREC
8K. #435, PG. #1
BIT.
CONC.
WALK
INV.a,b =1934_
TOP OF DEBRIS = 194.0±
REVISIONS
2
10129104
ADD NEWLY PAVED AREA
LJS
84Vi
1
9/9.`04
PROPERTY LINES
LJS
DFJ
NO.
DATE
DESCRIPTION
BY
CHK'D
i
i
GRANT STREET A T GLEN ROAD SO UTLI
DEFINITIVE CLUSTER SUBDIVISION
RECORD' CONDITIONS PLAN OF LAND l
r LOCATED IN
°Q .„ ,r LEXINGTON, MASSACHUSETTS
`�Jt,17T, an
347i6 (MIDDLESEX COUNTY)
CIVIL
app 9�cis PREPARED FOR
s/6
t/ o� JOHN A. OBERTEUFFER &KATHARINE A. MOCKETT
SCALE. • 1 30' DATE: MAY 26, 2004
E R I D I A N I
ASSOCIATES, INC.
98 HIGH STREET 69 MILK STREET, SURE 302
DANVERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978) 739 -9130 TELEPHONE: (508) 871 -7030
W W W.WRMIANASSOC.COM
SHEET ! No. 2 OF 13 PROJECT No. 3977
Id
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tI
i1
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