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NOTSTATcians
1. THE S17E DETAIL & SURFACE FEATURES DEPICTED HEREON
WERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED ON SEPTEMBER
3, 4, 5 & 6, 1996 BY MERIDIAN ENGINEERING, INC..
2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN FLOOD ZONE C (AREAS OF
MINIMAL FLOODING) AS DEPICTED ON F.E.M.A. FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL No. 250217- 0006B, DATED SEPTEMBER 30, 1983.
3. THE LOCUS PROPERTY IS DEPICTED AS PARCELS 62C (LOT B) & 137 (LOT A)
ON TOWN OF LEXINGTON ASSESSOR'S MAP 69.
4. THE LOCATION OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILA77ON OF
PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR
GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE
CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY
THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844.
5. 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, HOWEVER, THIS DOES
NOT CONS77TUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.
6. ELEVATIONS DEPICTED HEREON ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM.
7. STARTING BENCHMARK. • HYDRANT SPINDLE ON NORTH SIDE OF ADAMS STREET
IN FRONT OF 192 ADAMS STREET, ELEV. =211.48, TAKEN FROM PLAN ENTITLED
"ADAMS STREET SEWER, LEXINGTON, MASS." PREPARED BY WHITMAN & HOWARD
ENGINEERS, DATED JUNE, 1955
8. RECORD OWNER / APPLICANT.• W7NNETUCKET REALTY TRUST
242 MARRETT ROAD
LEXINGTON, MASSACHUSETTS 02173
9. EDGE OF VEGETATED WETLAND AREAS WERE DEMARCATED BY THE PREN77SS COMPANY
ON APRIL 29, 1996. AN ORDER OF COND1770NS WAS ISSUED BY THE LEXINGTON
CONSERVATION COMMISSION ON JULY 7, 1996.
10. TEST PIT DATA IS SHOWN ON SHEET 2,
APPROVED BY-
LEXINGTON PLANNING BOARD
t
IIIaII%
DATE
FOR REGISTRY OF DEEDS USE ONLY
,:
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMAZION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WIN THE RULES AND REGULA77ONS OF THE
REGISTERS OF DEEDS
FOR MERIDIAN ENGINEERING, INC. DATE
LOCUS PLAN. PLAN No. 408 OF 1973
- PLAN No. 795 OF 1935 '
- PLAN No. 1630 OF 1946
- PLAN No. 1561 OF 1951
- PLAN No. 1413 OF 1952
- PLAN No. 1482 OF 1953
- PLAN No. 1804 OF 1956
- PLAN No. 1039 OF 1961
- PLAN No. 24 OF 1963 *
- PLAN No. 500 OF 1963
- PLAN No. 971 OF 1965
- PLAN No. 1374 OF 1965
- PLAN No. 1044 OF 1966
- PLAN No. 1158 OF 1966
- PLAN No. 1281 OF 1971
- PLAN No. 408 OF 1973
- PLAN No. 1285 OF 1957
- DEED BOOK 6886, PAGE 139 *
- DEED BOOK 7107, PAGE 316 *
- 1945 MIDDLESEX COUNTY LAYOUT RECORDED IN
BOOK OF PLANS No. 434, PLANS 5 -9
- DEED BOOK 6886, PAGE 139
(COUNTY LAYOUT OF ADAMS STREET)
* DOCUMENTS RECORDED AT THE MIDDLESEX
SOUTH REGISTRY OF DEEDS
UDIJAIA A " 00 )I£ _ CLERK OF THE TOWV OF
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
i r %�� �l U
"THIS PLAN IS SUBJECT TO A COVENANT DATED _1j ��
"THIS PLAN IS SUBJECT TO A CER77FtCA7E OF ACTION DATED
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
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Q00 PpP
P� O�yP Oil
8" (TYPE UNKNOWN)
cE #10
R =197 32
INV. (1N)= 193.7±
SUH#8 "RGP 1NV.(QUT)= 193.7±
INV. (N) =190.21 cn_
INV (1N)= 985.81 0
ENV (1N)= 185.8±
1NV. (OUT) = 185.6.=
m o
z
rn o
CB #9 v < m
R=197,15
INV (N) 193.5± w z
NV (1N) 193.5±
INV(OUT) =793.4± \\ v
= a
th 0-6
Z oO
` o
\ \ \ � \
n
�
NOW OR FORMERLY
MARTIN & S CONSTANCE
SCHATZOFF
DEED BOOK 11520, PAGE 455
R/8
0» 'w
REMAINS OF 2# 6J Wf 7
STONE WALL0 lb-
W15 v
24'� 18"
9 0�
2fl
!WE
NOW OR FORMERLY
ELLA M. BAYLISS
DEED 800K 17191 PAGE 463
EXIST.
2 STORY WOOD
FRAME DWELLING
No. 92 ADAMS STREET
B/ T. CONC.
DRIVEWAY
NOW OR FORMERLY
BERNARD M. & JAN L.
GUNTHER
DEED BOOK 125208, PAGE 335
SUH #7
R= 198.92
INV. (OUT) = 193.01
cB #6
R= 198.59
1NV. (1N)= 194.8±
INV. (OUT) = 194.7±
cB #5
R =198.58
INV. (OUT) =195. D±
BENCHMARK: HYDRANT
FRONT CAP BOLT
ff-T1 )'
SEWER MANHOLE
CATCH BASIN
UTILITY POLE
FIRE HYDRANT
WATER GATE
WATER SERVICE
GAS GATE
SPOT GRADE
GUY WIRE
TEST PIT LOCATION
UTILITY POLE W /LIGHT
MAILBOX
STORM DRAIN
SANITARY SEWER
WATER MAIN
OVERHEAD WIRES
2' CONTOUR
10' CONTOUR
NOW OR FORMERLY DECIDUOUS TREE
SHELDON A. & KAREN J. CONIFEROUS TREE
SPECTOR
DEED BOOK 205181, PAGE 158 RETAINING WALL
?? 'DOU
>20°
8„ S V WOOD
POST
TA � 6 REMAINS OFD
„ Q� BARB WIRE FOki
�'N
DOUBLE
10"
70" 0�
n
14
j �L B./ T —
TAL LOT 7AREA-
36, 301.'4 '.F. TP #1
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9'6 2 12" "
6 12
8»
TV, DUBLE
O
cn 18" i0»
1
6»
t � 3
SMH#1 FS
209.91 ULFX LQOj DOE oFgi7
INV. = 200.4± �TYZQ g94S OOy�
pUTJ Aq`�
BENCHMARK. HYDRANT
SPINDLE ELEV. = 211.48 d
SMH #2 SMH #3
R= 208.66 R= 205.33
INV = 200.7± INV.0N) =198.7 ±(6 "PIPE)
(8" STUB) INV.(OUT)= 198:11
DWG No. 2731EX12
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CHAIN LINK FENCE
NOW OR FORMERLY STOCKADE FENCE
MIRIAM BRANDES
DEED BOOK 10345, PAGE 294 WETLAND LINE
WETLAND FLAG
BITUMINOUS BERM
SURFACE LEDGE
E
NOW OR FORMERLY
JOHN E. & KATHLEEN
L. CALLAHAN
DEED BOOK 18247, PAGE 417
FEET 40
RQA
METERS 0
SCREENED UNDERGROUND UTILITY DATA REPRESENTS
RECORDED INFORMA770N RECOVERED THROUGH RESEARCH
WITHOUT EVIDENCE OF SURFACE DEMARCATION, AND WAS
NOT FIELD VERIFIED.
DATE
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SHEET No. 1 OF 9 PROJECT No. 2731
NOW OR FORMERLY
04" 2p8
✓ULIUS & CHARLENE
PERL
EX01W 1 1 /2 STORY DEED BOOK 25019, PAGE 519
WOOD F E DWELLIN
(To D EET i3
(TO B AZED)
go, ' BLE
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14 _�36'
NOW OR FORMERLY
X70"
EMANUEL£ M. Jr. &
BARBARA 1. COSCIA
BOOK 25119, PAGE 351
36"
i
12„ 6" \�
E
NOW OR FORMERLY
JOHN E. & KATHLEEN
L. CALLAHAN
DEED BOOK 18247, PAGE 417
FEET 40
RQA
METERS 0
SCREENED UNDERGROUND UTILITY DATA REPRESENTS
RECORDED INFORMA770N RECOVERED THROUGH RESEARCH
WITHOUT EVIDENCE OF SURFACE DEMARCATION, AND WAS
NOT FIELD VERIFIED.
DATE
*����iN Di NgSS
0
$� RtCHARO E.
WAITT,.JR,
34776
CIVIL
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+ 120.6
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08"
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SHEET No. 1 OF 9 PROJECT No. 2731