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DWG No 267JEXIS (XREF.2673UAIN) NO. DA
OWNERS.
CAROL A. OWN
Ill BURLINGTON ST.
LEXINGTON, MASSACHUSETTS 02173
RUTH A. & LONES SMITH
20 FLINTLOCK ROAD
LEXINGTON, MASSACHUSETTS 02173
EAMES FAMILY RUST
7RUS7= ELLIOT N. & 7HORA E. EAMES
115 BURLINGTON STREET
LEXINGTON, MASSACHUSETTS 02173
APPL&A-tyL
LINCOLN PARK RZALTf TRUST
560 CONCORD AVENUE
LEXINGTON, MASSACHUSETTS 02"73
REVISIONS
BY I CHKD
NO
MS!
1.
ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM,
STAR77NG BENCHMARK. INVERT OF A SEWER MANHOLE IN FRONT OF HOUSE #115
BURLINGTON STREET, SHOWN ON PLAN BY WHITMAN & HOWARD, SHEET 3 OF 10
DATED JUNE 19, 1965 PREPARED FOR THE TOWN OF LEXINGTON (ELEV-196.29).
2.
TOPOGRAPHIC SURVEY PREPARED FROM A FIELD SURVEY CONDUCTED
BY MERIDIAN ENGINEERING. INC. BETWEEN MAY 10, 1995 AND SEPTEMBER 1, 1995.
J.
THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. MERIDIAN ENGINEERING, INC DOES NOT WARRANTY
NOR GUARANTEE THE LOCA77ON OF ALL U77LITIES DEPICTED OR NOT
DEPICTED. THE CONTRACTOR,: PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCA17ON OF ALL UTILITIES AND CONTACT DIG SAFE
AT 1-800-322-4844.
4.
ZONING DISTRICT IS RO.
5.
LOT 2 IS PART OF AN APPROVAL NOT REQUIRED PLAN PREPARED BY
MERIDIAN ENGINEERING, INC., ENTITLED 'PLAN OF LAND LOCATED IN LEXINGTONO,
DATED DECEMBER 18, 1995 AND ENDORSED BY THE LEXINGTON PLANNING BOARD
ON JANUARY 12, 1996 AND 7'0 BE RECORDED.
6.
THE EDGE OF BORDERING VEGETATED WETLAND WAS DEMARCATED BY W CLIFFORD
PREN77SS OF THE PREM77SS COMPANY ON FEBRUARY 23, 1996 AND SUBSEQUENTLY
LOCATED BY MERIDIAN ENGINEERING, INC.
LEGEND,
9 EXISTING DRAIN MANHOLE
0 EXISTING SEWER MANHOLE
❑ EXISTING CATCH BASIN
EXISTING UTILITY POLE
EXISTING FIRE HYDRANT
EXISTING WATER GATE
-D-D- EXISTING STORM DRAIN
-s-s- EXISTING SANITARY SEWER
- w- w-- EXISTING WATER MAIN
-OHW- OHW- EXISTING OVERHEAD WIRES
-152- EXISTING CONTOUR
+ 2175 EXISTING SPOT GRADE
EXISTING CONIFEROUS TREE LARGER THAN 8" CAL.
EXISTING DECIDUOUS TREE LARGER THAN 6" CAL.
RCP REINFORCED CONCRETE PIPE
Vic VITRIFIED CLAY PIPE
AC ASBESTOS CEMENT PIPE
BIT, CONC, BITUMINOUS CONCRETE
TPjf5 TEST PIT
Q Pf2 PERCOLATION TEST
STONE WALL
"THIS PLAN IS SUBJECT TO A CO VENAN T DATED QC
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED 6-dt--- V.LL��-
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED L%4L.-- L -LD-G
GRAPHIC SCALE
SCALE. 1"--40'
FEET 40 0 20 40 80 160
METERS o 10, 20 40 60
JOHNSON FARM ROAD
DEFINITIVE SUBDIVISION
RECORD CONDITIONS PLAN
I vIn I �F. Al S_ LOCATED IN
P ICH ARI E- LEXINGTON MASSACwUSETTS
wAiT T . JR .
34 7 76 (MIDDLESEX COUNTY)
J
IVIL
a9
c0
FE
n PREPARED FOR
LINCOLN PARK REALTY TRUST
by
SCALE. 1 40' DATE. JULY 19, 1996
M E R I ru" I A N
E N G I N E E R I N G , I N Q
100 CORPORATE PLACE, SUITE 103
PEABODY, MASSACHUSETTS 01960
TELEPHONE: (508) 535-7328
SHEET No. 1 OF 13 PROJECT No. 2673