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LOCUS N.T.S. i ,l
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INVERT TABLE
STRUCTURE
RIM
INV. IN
INV. OUT
DMHI
317.6
311.2
311.1
DMH2
317.5
313.7
313.7
DMH3
312.8
309,4
309.4
CBT (EXIST)
312.5
308.6
309.0
CBI
317.2
N/A
314.5
CB2
317.2
N/A
314.7
D81 A
322.8
DEPTH =310:0
N/A
DB18
324.1
DEPTH = 309.9
-
DBiC
323.1
DEPTH -310.5
311.3
DB2A
317.8
343.4
-
082B
BURIED
-
-
DB2C
318.3
DEPTH =310:6
310.9
SMH1
320:7'
315.0'
-
SMH2
317.8'
312.2'
307.9'
' t
R= 15.00'
A--66'59'5 L= 17.54'
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LEGEND' �l i
- PROPERTY LI NE ( 1 cj
n
-EDGE OF PAVEMENT (EDP)
— — — - ABUTTER PROPERTY LINE
r '
- - - - -- EASEMENT LINE
- - -- - RIGHT-OF- WAY LINE
- CAPE COD BERM (CCB) I f'
a - 5' MAJOR CONTOUR r +
—;— MINOR CONTOUR
--S — SEWER LINE r l r
---- o --- DRAIN LINE /
—ox — - OVERHEAD WIRES
— E — - ELECTRIC LINE j Ir j
— ; TELEPHONE /CABLE LINE
- -;v— - WATER LINE If �
- HEDGE LINE ;
OOpOOO - STONEWALL
IP FND - IRON PIPE FOUND I i /
SMRW - STONE & MASONRY RETAINING WALL (
EHH - ELECTRIC HAND HOLE ( I
THH - TELEPHONE HAND HOLE I
RCP - REINFORCED CONCRETE PIPE
INV - INVERT ELEVATION
- DRAIN MANHOLE (DMH)
❑ - CATCH BASIN (CB OR CBT)
z - TREE
o - STONE BOUND /DRILL HOLE
Q REBAR /CAP
® - DRILL HOLE± f
EXISTING CATCH BASIN
RIM 310:4'
Q INVI- 307.9'
f f
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CIO
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RIM=
INV1'= 307.2' /
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HOUSE
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HOUSE
N/F
MARGARET NACKS, TRUSTEE
ASSESSOR'S MAP 50, LOT 67
BOOK 29892, PAGE 54
N/F
JAMES B & SUSAN D. JOHNSON
ASSESSOR'S MAP 50, LOT 68
BOOK 18821, PAGE 155
SB3 O
(TOPOP
\
N/F RICHARD SCHAYE
ASSESSOR'S MAP 50, LOT 61D
BOOK 12776, PAGE 483
BTT ORi�
IP FND
ASSESSOR'S MAP 50, LOT 61C
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s
2
m
a
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1
\
ASSESSOR'S MAP 50, LOT 618
84.24
LOT 1
N/F
RONALD G. GRAMMONT
ASSESSOR'S MAP 50, LOT 61E
BOOK 12402, PAGE 633
LOT AREA = 16,576± S.F.
(EXCLUDING 'PARCEL A)
HOUSE
/ \ TOP OF FOUNDATION
ELEVATION = 326.5'
i
SUR� RK,
Jf
W
3176 + - S
V
Rcp n 3175+
N Sgs. >B CB2
\ DB2g 0 /D lg )30%S'
SUSSUR'`\, pB
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HOUSE
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LOT 2
N/F
RONALD G. GRAMMOND
ASSESSOR'S MAP 50, LOT 66
BOOK 23873, PAGE 490
LOT AREA = 15,167± S.F.
N/F
ELIZABETH & LAWRENCE GOULD
ASSESSOR'S MAP 50; LOT 69
BOOK 25026, PAGE 241
DH FND
(HELD)
AP 50, LOT 225 AND HAS AN ELEVATION OF 312.59'.
3, PAGE 70
4. THIS PLAN IS A RESULT OF AN ON- THE — GROUND SURVEY
PERFORMED BY COLER AND COLANTON10, INC BETWEEN
r
08 110 101 AND 11129103.
5. EXISTING SEWER EASEMENT INFORMATION IS FROM A PLAN
ENTITLED PLAN AND PROFILE OF SEWER IN LEXINGTON, MA" {
\ SCALE l'--40' DATED: NOV. 25, 1974, REVISED DEC. 13,
v 1974, ON FILE AT THE LEXINGTON SEWER DEPARTMENT.
HOUSE 6 LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE 1
ONLY, AND IS NOT WARRANTED TO BE CORRECT. ADDITIONAL
UTIL177ES EXIST THAT ARE NOT INDICATED ON THIS PLAN. ALL
r EXISTING UTILITIES SHALL BE VERIFIED FOR SERVICE, SIZE,
DECK \ INVERT ELEVATION, LOCATIONS, ETC. PRIOR TO ANY
\` r CONSTRUCTION CONTRACTOR MUST NOTIFY DIG —SAFE AT
1- 888 -344 -7233 AT LEAST 72 HOURS PRIOR TO ANY
/ CONSTRUCTION.
1 ;
A
Wr .
REVISIONS:
No. DATE
1 01/20/0 4 REVISED UTILITIES
— � 3
— !I
— j
GENERAL NOTES:
1. PLAN REFERENCES:
UNLESS OTHERWISE STATED, ALL PLANS ARE RECORDED WITH
THE MIDDLESEX COUNTY REGISTRY OF DEEDS:
— BK 11639 PG 34
ASSESSOR'S
N
ROBERT
ASSESSOR'S M
BOOK 3047
1 DH FND
mac, (HELD)
x� PARCEL A
= 6001 SE
S
\ 1
v COLER &
\ i
i
COLAN TON 10 z ;
Car i
%49' ENGINEERS AND SCIENTISTS
� V lhV7 3C9:04,
D
\ fASFM fryT "^:,._. \ �4 45 Fab 508- 2306 9979 South a Street, Suite
Easton, MA 02375
ID
h'CA Dd 3
0 0`23' fH,? '
N+ \ D I
,; M%, i
RONALD
RBER
r
N/F
DAVIS KOCHER
ASSESSOR'S MAP 50, LOT 226
BOOK 12514, PAGE 320
N/F
ALAN PORTER
ASSESSOR'S MAP 50, LOT 70
BOOK 12917, PAGE 571
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AARON ROAD
Nc
o LEXINGTON, MA a
WQ (MIDDLESEX COUNTY)
a
tJ
PREPARED FOR:
r l
r NEW ENGLAND
3
CONSTRUCTION CORP.
405 WALTHAM STREET
,j
r 02421 t
r ; 3
iFr i
DATE: DECEMBER 4, 2003
FIELD: PWS /RHM /CHO
CHECK: RSG /EKS
DRAWN: PWS j
r
r SCALE: 1"=20'
l JOB NO.: \PROJECT \NECC \LEXINGTON \DWG —LDD
t DWG NO.: 40- 21.50AS SHEET 1 OF 1
METERS 0 5 10 15I
FEET 0 10 20 40 60
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MAP 5Q LOT 224 -
- BK 6228 - END
r —
— BK 12501 PG 106 ;
;
— BK 12648 PG 396
— BK 11275 PG 16
2. LOCUS IS ZONED AS "RS" AND IS SUBJECT TO THE
FOLLOWING ZONING REGULATIONS: i
i
r M
MIN. LOT AREA — 15,500 S.F.
MIN. LOT FRONTAGE — 125 FT
r M
MIN: FRONT SETBACK — 30 FT
MIN. SIDE SETBACK — 15 FT
MIN. REAR SETBACK — 15 FT
MAX. BUILDING HT — 2.5 STORIES (40 FT.)
\
r B
J. CONTOURS AND ELEVATIONS SHOWN ON THIS PLAN ARE
�\` r
BASED ON NGVD 1929 AS RELATED TO PUBLISHED
r B
BENCHMARK DATA PROVIDED BY THE MASSACHUSETTS
GEODETIC SURVEY. BENCHMARK DESIGNATED AS NGS 54U"
WAS RECOVERED FOR USE IN THIS PROJECT. BENCHMARK IS
F L
LOCATED ON THE NORTHERLY SIDELINE OF MASS AVENUE
A
Wr .
REVISIONS:
No. DATE
1 01/20/0 4 REVISED UTILITIES
— � 3
— !I
— j
GENERAL NOTES:
1. PLAN REFERENCES:
UNLESS OTHERWISE STATED, ALL PLANS ARE RECORDED WITH
THE MIDDLESEX COUNTY REGISTRY OF DEEDS:
— BK 11639 PG 34
ASSESSOR'S
N
ROBERT
ASSESSOR'S M
BOOK 3047
1 DH FND
mac, (HELD)
x� PARCEL A
= 6001 SE
S
\ 1
v COLER &
\ i
i
COLAN TON 10 z ;
Car i
%49' ENGINEERS AND SCIENTISTS
� V lhV7 3C9:04,
D
\ fASFM fryT "^:,._. \ �4 45 Fab 508- 2306 9979 South a Street, Suite
Easton, MA 02375
ID
h'CA Dd 3
0 0`23' fH,? '
N+ \ D I
,; M%, i
RONALD
RBER
r
N/F
DAVIS KOCHER
ASSESSOR'S MAP 50, LOT 226
BOOK 12514, PAGE 320
N/F
ALAN PORTER
ASSESSOR'S MAP 50, LOT 70
BOOK 12917, PAGE 571
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\ No. 33936 J
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��oT �'FGiSTEgE 1 1
lt{ /!f 1111
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r IN3 I
fN ✓3- z ps &z
!NV`�3035.' 3
ceRl,� j TI TLE:
S
rr o AS -BUILT PLAN {
AARON ROAD
Nc
o LEXINGTON, MA a
WQ (MIDDLESEX COUNTY)
a
tJ
PREPARED FOR:
r l
r NEW ENGLAND
3
CONSTRUCTION CORP.
405 WALTHAM STREET
,j
r 02421 t
r ; 3
iFr i
DATE: DECEMBER 4, 2003
FIELD: PWS /RHM /CHO
CHECK: RSG /EKS
DRAWN: PWS j
r
r SCALE: 1"=20'
l JOB NO.: \PROJECT \NECC \LEXINGTON \DWG —LDD
t DWG NO.: 40- 21.50AS SHEET 1 OF 1
METERS 0 5 10 15I
FEET 0 10 20 40 60
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