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WILLIAM MOTT HALL TRUST
!3553/42
PLAN 328 OF 1917
9L u
ALL ELEVATIONS REFER TO N.G.V.D. OF 1929.
BENCHMARK USED ABOUT 0.5 MILE SOUTHEAST OF LEXINGTON CENTER IN THE
NORTHWEST CORNER OF THE JUNCTION OF THE DRIVE TO THE BAY STATE NURSERIES
AND MASS. AVE.; 13.2' NORTHEAST FROM FACE OF CURB ON NORTHEAST SIDE OF
(MASS. AVE. AND 43.9' NORTH FROM END OF CURB ON EASTERLY SIDE OF DRIVE.
Au. s. c. a G.S. AND STATE SURVEY DISK STAMPED °54K -199.46 SET IN A
CONCRETE MONUMENT,TOP OF WHICH IS 2° ABOVE THE GROUND. ELEV.= 199.46
100 YEAR FLOOD ELEVATION = 183.80
INV .= 180.71
1
I R.R.TIE -
THIS PLAN IS SUBJECT TO A
\ 27 x 27 "STONE
BOX CULVERT SPECIAL PERMIT DATED Au�usT' IF, 1980
2 CHANNEL
O \ 2 \ ®
24"A
ict \ cv,
o e
O � trV
Cp � � V •� �� x/84 �� \ e��fF Se CONNECT INTO EXISTING SMH THIS PLAN IS SUBJECT TO A
24" R.C.P 0) m / ` A' S e/,+ INV(IN) =168.27 CERTIFICATE OF ACTION DATED
INV. =1.8 L95 � 12 "M r� /e4a �` 14 .r /�ss lM144 36 "INV= 1.65.60 AUGUST 12, 1986•
12 "M /. / f \ • \ e2 _ /a6 C��S
BET. WALL ) \ \ -- 8'!O �� \ \16 ®0 `' r
12'
4j 0 A
LIMITED OPE �? -T�W O�
®6 M _ P
/$ Z { <� \ SPACE 12 *x16' 14 ®M �TW. Ifi `M
2 T 'di i 38'M \ \TYP. g' \ • �A�
0 6, - W, l�S �R 0 A �� V A 18 ®W 12" M. 1
`ua01 %
\ 2 \ t SMH -1
RIM =181.5 OGE
�'° INV, = 175.05
.�3 ®M Y f86� \ eO'y
22 E
m � � � � y-- \ 2��F,�Q ` 184 Get � `� 20„W
C0 Y' AA Cis �Q� \ N Oet�ANp 18
a VO ` ERM A 192 Vo \ m a5 z
F 3 148 � F
f q, CB 3 - / 9� Q, ` 9 5 ,p9./
RIM = 190.95 : .4/ �4 s ��
14 P
30'M / INV =186.95. - - y ��
• 14"
15" M � / I '_ BASE. FLy= IB�i.S • ° ,� y.. BG
3.25 W
N
yy 20` 0 184.25 \ _ _
BOUNDARY (APPROX.)
UNITV gBENO - �5 �� -: \� DISTRICT 14 "M 182-
\ 2 184 m \
_ _ � � O
« RC - 1 m •
RIM 192.05 / .1LO.00� H1 T HYD 00$` 48 1 ,4 9 8g� OMPOST BOX \ m: 12 "M \ 12 "M\ �7 OD
_ 1 2' M
INY= 182.18 e6\ I N •x 'Z 42 M NIO OE 0 (- _l2 "AP �m g0 \ .0 /86 \ 12'M \ \ '
� A 140 , � -184 -
SMH -2 ROW OF PINES / Q��6"X8`TE +/ E�N°E 190 x/88` \ N N
RIM = 192.10 n -1 \ \ \ \ \ \ \ \ \ \ \ \W 6 "GATE \f 04 '�_ 24 ' M 1
DMH I I / �-� ON_ FL. ®H. ® 16 "M, \ �, •A
INV. =181. 95 0 VALVE GIs; P° R R •
RIM = 191.04 0 �"
24'INV =182.96 0,�„ ' /s9E ice. .\g / •p
EXISTING DRAIN 12'INV= 183.77 18 0 « o / \ -{I� _
TO BE REMOVED LtM =188. I7 °0\ �/ _ GRgV"4 '- '"_1g2� \\ p� p N/F
•� BUSH \\114 ®`M \� BARRETT
PROPOSED 6'SPRUCE 190` / NG
STORM DRAIN I e O 14 M
AND 10' EASEMENT N/F A LCB 2 \gT' t2 "P 9 p \i 7056/582
0 9p RIM= 188.17 \ USH + 1 fF c,(�' 6943/459
BERTIN/ NV =1 \ _ BUSH 2 elLf m , F\ 2: PLAN BK. 196 OF 1946
0\ N° \30 L-P 5'A
2 ®P
120661138 r vq i N BUSH C10 48'M 136 "P
N //F 73961325 m ��s BUSI �I 0 � Q 0 R� \cE GRq � •® 190
HARRLGAN NOTE' 2 ' ® A B�HBUSH\a J��RGRpUNOS� 48'M �e� \ 6 „HOL ®Y \ 4'M GARAGE
U, 8'HEM. \g 2
ONLY ACTUAL LOCATIONS \ _� ,� 'HEM , \ 2 \.?- ® OR /� \ 194 195 6 CONC FL
117891154 \ FLAGSTONE F 1
8095 /242 TO PE DETERMINED BY _ Q ` 3fi' M 94 g g5
RESPECTIVE UTILITY i9 :91 EM, WALK ® �
COMPANIES. P O 1 12 HEM oaf
PLAN /f340F 1953 \ 00 r9
\ N "��,,,�� , - -BRICK PAVER OR BLUESTONE\ 28 "M J PEA O D`
P
EXIST. D.M.H. OW 14 t- 20`-y • SIDEWRL (FN ® A -TELE HO E
RIM =(93.99 12 ® I'T'(, I � yA -4G A 1TECURBING. \ TREES \g EXIST. S.M.N.
f;
INV .(SW)= 184.97 1 IS C SH OD HEMLOCK PINE S.B. /D• RIM= 195.64
• 4'-8 L -122.3 INV.(NW &SE) =186.82
INV. (N W)=184.94 ° /g TE „ �/= � T_MK p INV,(SS)= 188.60)
EXI5T. D.M.H. 9 RAMP ,. ,_ f = 90. .I6 .- - ----' ,�- _ 7� "' �On _
RIM r195 17
INV(SE)= 184.62
!NN0 E)= 1811.22
24, R $
UTILITY NOTE
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
AND ARE APPROXIMATE ONLY.ACTUAL LOCATIONS MUST BE DETERMINED IN THE
FIELD BEFORE DESIGNING, EXCAVATING , BLASTING, INSTALLI NG,BACKFILLING,GRADING,
PAVEMENT RESTORATION OR REPAIRING . ALL UTILITY COMPANIES, PUBLIC AND
PRIVATE , MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT
SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963 MASS. GENERAL LAWS. WE
ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES
OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS ,
THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE CONSULTED.
REFERENCES: NOTES:
MIDDLESEX REGISTRY OF DEEDS THIS PLAN IS SUBJECT TO A COVENANT
SOUTH DISTRICT DATED SEPtEMP>i✓iZ 22,ftU
DEED BK. 11880 PAGE 214 BOOK PAGE
of If 7396: to 325
R =2670.00 EXIST. S.M.H G S
RIM = 194.63 -194 12 RC.
INV, = 187.88 4'H.P.
G 2• W O
EXIST. C.B. CP 12�__. -.�
( 60.00 WIDE -PUBLIC) RIM= 193.78 b'V�'� T H.
t2 "RCP -
1888 COUNTY LAYOUT INV.(SE) =190.54 T
INV(NE)= 185.08
INV -(SW)= 184.86 TELEPHONE FFq7y
CONDUIT o °.y
_� FL
EXIST. C.B
RIM= 193.75
INV.(SW) =1 8940
INV(SE)= 189.20
INV. (NW)= 189.15
I , CLERK OF THE TOWN OF LEXINGTON, MASS-
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 APPEAL WAS RECEIVED DURING THE TWENTY
DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
OF SAID NOTICE.
DATE TOWN CLERK
EXIST. C.8.
RIM= 193.64
INV. (SE) 189.94
INV. (SW)= 189.12
IN V. (NW) 188.84
INV. (NE)= 186.38
q G 0, ! _�
9 2
�- 12 W
R C le".RCA =
_6
zw
0
U �
Im°
CONC. ENCASEMENT
\- 8 `TAPPING SLEEVE 8 GATE
RIM = 193.55
1 NV = 190.45
�EXIS'T. C.BC.B.
RIM = 193.41
INV.= 191,21
EXIST. D.M.H.
RIM = 194.41
INV.(NW)= 187.54
INV(SE)= 187.26
INV. (8W) = 185.91
I:N V. (N E) = 185.74
. GHt - EPHONE CONtx
W S -- -_
D - __ G
-6 "W
RIM= 194.40
INV. = 191.70
RIM =194.51
INV= 192.91
EXIST. D,M.H,
RIM = 194,77
INV.(S)= 192.15
INV. (NE): 190.74
INV (NW)= 188.92
INV.(SE)= t88,95
EPHO F
I?
EXIST. O. M.H
RIM =196.53
1NV.(NW)= 189.81
INV (SE) = 189.62
BENCHMARK -
NORTHEAST CORNER
OF STONE BOUND ON
2'OFFSET LINE
ELEV. = 194.48
LEGEND
BIT CONC
BITUMINOUS CONCRETE
CONC
CONCRETE
C.B.
CATCH BASIN
DB. C.B.
DOUBLE CATCH BASIN
G. G.
GAS GATE
U.P
UTILITY POLE
D.M.N.
DRAIN MANHOLE
S.M.H
SEWER MANHOLE
T.M.H.
TELEPHONE MANHOLE
R.C.P.
REINFORCED CONCRETE PIPE
-D-
DRAIN LINE
- S -
SEWER LINE
-W-
WATER LINE
-SS-
SEWER SERVICE
A
ASH
AP
APPLE
C
CHESTNUT
CH.
CHERRY
E
ELM
HEM.
HEMLOCK
M
MAPLE
0
OAK
P
PINE
W
WILLOW.
H. P.
HIGH PRESSURE
OHW
OVERHEAD WIRE
I •P
IRON PIPE
L. P.
LIGHT POLE
STY.
STORY
T W.
TWIN
W/F
WOOD FRAME
W /LIGHT
WITH LIGHT
_G_
GAS LINE
- T
TELEPHONE
R
RECORD
S
SURVEY
S.B. /D.H.
STONE BOUND/ DRILL HOLE
FND.
FOUND
HYD.
HYDRANT
F. F•
FIRST FLOOR
-WS-
WATER SERVICE
L.C.B.
LEACHING CATCH BASIN
UU
UNDERGROUND UTILITIES
EMH
ELECTRIC MANHOLE
LOCUS MAP SCALE- I"=2083'-+
REVISIONS:
NO DATE
1 7/11/86 ROAD, GRADING
2 8/15/86 NOTES
REFERENCES:
-he BSC G
18 North Road
Bedford 1
01730
617 275 7979
PROPOSED CONDITIONS
i
SCALE: I" = 40
0 20 40 80 FEET
DATE: JUNE 6, 1986 Q
COMP /DESIGN:
CHECK:
DRAWN: P J. COUGHLI N
FIELD: 1
FILE N0:
DWG. NO: 12 83. 13 SHEET
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JOB NO :7-2300.01 3 OF 7
SUS -Dl, V 40