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HYDRANT I L- 3753r?`�
A- x 112
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L = 133.90
A= 12 -01 -07
T =6720
n
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Underground
ELEC. and TEL. t ,
LIN > °
R = 2194.56 R= 25.00
Lp( "'9<b' • o ?`s 3tda ^ cmb. b
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A = 4 -08 -16 D =68 -54 -02
T =79.28 T =17.15 S L= 554.67 L = 158.49 L= 30.0$ GA R = 100.00
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y NtOE StOENA' i SE hitj gRtN. 299.23
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T' 3.31 t w tQ� /iJ� g , < cy ct dj FOR CUL' DE AC j
G8 ieO`•.'.. ,; LOT ( Underground lA 4., V`I q 8 C i - ,✓ °
_ R 4� 2a- v^ 4 m N GRADING
i- Iw S r.\ - _ t LOT 2 ELEC. and TEL. NYC TEE C12.-3°+rb = �'�9= . �i?., `mss' f
0 . c' tIL'E SIDfwAL�C� -tGa,Ec gr _ .,,..'..� - 289.16 J C °rb - +' {rJ v N N M Z
x� _�
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i 1 °Ru..- - -- - - - - 1.N S N t
SIP, / '� ._.. ,. 8 *5: -.- -_ - 5' --- _= -_ LRLM26G.I6 - _= "`M-M- Mg271..08 - t'e'.�- Sri._ - kth5284A7 4 L J
`'� /M pOie ro �� O _ - - _ ::C•i: . �F< :.L.t262.57 -- �N 26370 ----- - = 14° - .,b 28D.d (/} /O - u'}
I s- -R +- 251 0. -.-- - '_ - S. ; .. - --- -- ,_ - - -- _ _.. -.. _ -��: 1c7.L27876 tF - - /
oe r o..ar'C '. 24655 - _ ` .._� n SMFiTr , ,. ,f_ 275 Z o .3� O
-- - _ .�flrO.n. Curb - 12 "r=p _ - k� P_.. -� -SS6 °/o It 25 -°'.� 3 cJ. s +P',0 SO8.-'26- S R 25 {�Q t�jLfi 1 ..-
L= 30.06
° M 2 �S MI6. it _ -+- RIM 24Z"6g ' 4
OUT.1 N 1.2'*' 1 "•., DMH CS. I 26614 MH - VI S�./ ' *�Q :- 4t W ,C� / Q \' 'c �'i
IN INV.24 W - RIM =2511 p Y262. =2 -. I '. j` t3. A' 68-54.02 ( av) t. : ❑: INV,..:246.90 INV.= 246:50 P A :RCE. L I.' n r C:B.IN INV.= 262.00 W j LOT � R=2234.`56 T' 17.15 _ / ~ N _ _
C.L GATES q G ru>'rtly u{ __ TR• C1 S,F N - i a OUTI 261.02 A I
EE 9.. -i...� j L= Ibi .37 e l0 -
NVF
l ; R-30' c� 300 V. C. i u,
c H. .~ ( p 19 IiR =2214.56 A= 4 -08-16 LOT i oa z z wl �.
/ EXISTING 20' n _ r t4
12 / - - }
Sou I ( 2!.?. c� -
RIGHT OF WAY �, °e,.j L=1J9.9Zv II o 4- V3 - k
! ( % T =80.72 LOT (D a � I
IIIL=42.79 �h �o t A 4 -08 -16 / = m I t
1' e A :93- `59 -58
61- T =80.00 0 3 ;0%0�
n� � $-R- 678.34
z:. T = 27.971 =N L = 142.29 / c3+ ;
NIA n-
see profile - �R_658'34 A = IZ Of -07 Q p
I 1) 0.6
t L 3B 0
`r - A = 12 - 01 -07 T = 71.41 3 00.0 -- -- - --
L l In I a;l. � REV,
T = 69.30 _y
cd Ind
ji -- --r PROPOSED CJU o
CD to 0D
���''� NOTE: VERTICAL GRANITE CURBING TO BE INSTALLED (� DENOTES DRILL X# TI - �. �ao,P; /
u'
ALONG BATH SIDES OF ROADWAY ANO HOLE IN STONE £ S NC rte%° a / +ae' a ¢o£"e -- -- -
- ; i N N f- 5 =0.010
` BOUND > >� U) N N
CUL -DE -SAC LT. - - -- - -- !
NOTE: GRANITE CATCH BASIN RT. S ' zz- � i
1
CURB .INLETS TO BE d• O
TBM41 ' w�l INSTALLED AT ALL CATCH BASIN NN
SCUT bottom o d LOCATIONS. SEE SHEETS 4 &5 FOR DETAILS.
granite step of it ; e o 1
,n ,n 290.0 NOD ; -fT <
walk to house
ne1.275 u> 1 �+ M i O N 2`
e e v. = 247.21 _ , ,�� t1 ,ca O
N^ I to `� N > z
? QQ
130 Y. G�. Gips,
(? Q ��� d/y
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�� OS.` .Q ifj V Y� =N { N �pION - N / O
t0 N N N N - + ( tp ;ray
11 Ot0 b N 11 Z6O N NN N
I - - i
It �a \` c o = g 280.0 -� - - -- -- - - I --�� O O Q c2+, � m 2 ad
vi 0
N i N
\ I l y ,z
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Aid. \ 2 O
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y � yo / / G � °� ry. � � P Ci Y T N E L;f�`�SIhtGTON P � Este
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f. G'
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_ 240- xwi Est ,
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see
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OF PUBLIC WORKS.
10'RITY OF TF
PLANNING f
LEXINGTON I
DATE: _
DEFINITIVE SUBDIVIS
LAND IN LEXINGTON , MASS. z
OWNER AND SUBDIV I DER
KER R I E REALTY TRUST
HUCKLEBERRY LANE ACTON, MASS,
R. D. NELSON CIVIL ENGINEER
144 SUDBURY RD. CONCORD , MASS.
SCALE: 1". 4d FEBRUARY 1.9 1976
REYfSED :3 I SHEET If 79
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+ 4
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nom.
Oct,
+
N
9i
BEING A MA.
-EX ING;ON
APPROVED BY THE
OF PUBLIC WORKS.
10'RITY OF TF
PLANNING f
LEXINGTON I
DATE: _
DEFINITIVE SUBDIVIS
LAND IN LEXINGTON , MASS. z
OWNER AND SUBDIV I DER
KER R I E REALTY TRUST
HUCKLEBERRY LANE ACTON, MASS,
R. D. NELSON CIVIL ENGINEER
144 SUDBURY RD. CONCORD , MASS.
SCALE: 1". 4d FEBRUARY 1.9 1976
REYfSED :3 I SHEET If 79
3
s �.