HomeMy WebLinkAboutSD-342-5PLAN BOOK 271 PLAN 28 )
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PROP CB. I
R =262.05 ` 'w g Kj R= 25:Oq' LOT 7B
s I =258.x0 _ 2:26 L= 23.55,
PROP CB.2 m 19'42 7E D=53'2. 5783A5�
R= 262.05 IU Z ,
w 1' =258.29 R=25.OQ MATCH EXIST
U.P, L= 39.27 , EAT. CONC. DRIVEWAY Im z D=?r 100
s a�
cr BENCHMARK: hod T =25.tt�avv L= t2i.53'
(n TOP SB /DH \� m ; 0= 5F /0" TO BE
e ELEV, = 261.93 RAZED
RIM = 260.28 "�
J /
SB /DH RIM- 258.61 `/ = ' ,. W/F
UP*1 we a
uex2 HYD _ O R 5 44 GAR.
- ,
MH 3.00 S. 8 AC S- i . ,
_ _ `(� _ - R =261.03 0 00 0 25 40 0,50 E4'41 00_° ...,w 1 W
6�W- RIGH 0 STEED 12 °RCP BIT. .1 *2T,T 96 , . 1 56
H WG R,4
' CB FIELD STONE WALL ~'.n R -f'
�� W
/y O�.
CB RIM =258.23 / _ �') _
0 � BIT. CONC. DRIVE -s! -� ,^� -A R
(TYP.) - PA STONE U m �. Y O'" 0
CB WALK OP.6 °SS , 0�
_W RIM = 256.70 3; R-25 n•
PROPOSED L =23.55' 8=60.00 y-
PROP. DMH SAW CUT OP. 1 "ws t5 =53 °5805' - LOT 7A
T =12.73'
R=262-0 i t8 =39.27
Y l(IN)=258.10 " "' b0" NO2°1942 W
(n l(OUT)=257.30 } a. WOO' 2.26'
O.PxB
PLAN VIEW
SCALE: I" = 40'
t
uj
270 RIGHT SIDELINE
I°n N °+ EXISTING CENTERLINE
a a PROPOSED CENTERLINE
ul'i oM N m wo LEFT SIDELINE
Jf m ON V nOi'�
gymp-
pQIhN V NaD t0�
MATCH EXIST a N u 1— 0 NN NN
BIT. CONC.- -,mowzo II a - �__. -- ��� MATCH EXIST. GRADE
(L m'
S = 0.005 \ ��
260 \
APPROVED BY i
LEXINGTON PLANNING BOARD: \
EX
c6 -
STA -3*13
d WATER
PE�OP.
I2 RCP h
S= O.00
2 EXIST. 8 "+Q
SEWER � _
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DAT E
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1. CLERK;OF THE TOWN OF LEXINGTON MASS., It °n� m E M N 10D In HEREBY. CERTI FY THAT THE NOTICE OF APPIROVAL N a(�1 N N N OF THIS PLAN SY THE LEXINGTON PLANNING BOARD BASE 240 N NN N N N N N N
HAS BEEN RECEIVED AND - RECORDED AT THIS OFFICE _28 O +OO 0 +50 0+801+00 1 +50 2+00 AND NOAPPEAL WAS RECEIVED DURING THE TWENTY
DAYS NEXT AFTER SUCH RECEIPT AND RECORDING -16 -05 +56
OF SAID NOTICE.
DATE TOWN CLERK 'PROFI LE: WRIGHT ST. EXTENSION
THIS DOCUMENT HAS BEEN PREPARED BY BBC /� /� /I
WHICH HOLDS A COPYRIGHT THEREIN COPYING SCAN I = 401HOR-)
- _ OF ANY SUBSTANTIAL PORTIONS OF A COPY- .. I"= 4' {VER)
R'GHTED W IRK WITHOUT PERMISSION OF THE
COPYRIGHT ,WNER IS UNLAWFUL. p ~
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47'(TYP.) _
Li
DRAIN S =0.008
PROP. 12 RCP
-
8.0.014
I
A SEWER -
EP' AC.
i
�
z
CORE HOLE IN EXIST. CATCH
EXIST 8°
>
BASIN FOR CONNECTION OF
SEWER
a
a
PROP. 12 RCP
`250
XLL
W2
Z
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°
CL
m
N
L
N
In
Lo
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In
t0
- -
w
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to
N
OD OD
to
Base= 240
-3+50 - 3 +00 -2 +50 -2+00
-1 +5' 0 , -11 + 00 _+50 0+00
PROFILE: EXIST. WRIGHT S -
a
SCALE: I" = 40'(HOR.)
!:
A
IR = 4' (VERT.)
f
3
4.
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LEGEND-
1
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3
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" BIT. CONC. BITU"NOUS CONCRETE
BM BENCHMARK
a
CB CATCH BASIN
DH DRILL; HOLE
- HYD HYDRANT
I INVERT" Y
OI W OVER14EAD WIRES
PVC POLYVINYL CHLORIDE PIPE
R RIM "
SB STONE SOUND
SMH SEWER MANHOLE
1
-=5- SEWELINE
�
° SS_ SEWERx SERVICE
UP
; UTILI* POLE '
_W® WATER' LIME
f
WS. 11ATEE SE ICE
E
I
THIS PLAN IS SUBJECT TO A COVENANT 'DATED !
UTILITIES
PLAN a PROFILE
THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED SEPT. 3,1992 ,
-
'WRIGHT STREET EXTENSION �
UJILITY NOTE - "-
IN
ALL UNDERGROUND UTILITIES SHOWN Y EW'COMPILED- ACCORDING 70
RECORD PLANS FROM THE VARIOUS UTILITY COMPAN�S AND PUBLIC AGENCIES
INA
t I "ASS
AND ARE APPROXIMATE ONLY. ACTUAL` LOCATIONS MUST BE DETERMINED III} THE
FIELD BEFORE DESIGNING, EXCAVATING4 BLASTING, INSTALLINGs BACKFILLING,GRADINGs
(MIDDLESEX COUNTY)
PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY CtM+IPANIES,PUBUCAI
PREPARED FOR
PRIVATE MUSTBE CONTACTED INCLUDING .THOSE IN`- CONTROL OF YTILITIES NOT
rJUNG
SHOWN ON THIS PLAN SEE CHAPTER 370 1, ACTS OF 1963 MASS. GEN RAL• LAWS. WE
SCALE: AS SHOWN MAY 209 191
ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES
REVISED: MAR. 30, 1992
Ot)IITT ED OR INACCURATELY SHOWN. �CFORE , PLANNI NG FUTURE CONNECTIONS
'HE SC-GROUP BEDFORD, INC. REV: OCT. 12,1992
,THE APPROPRIATE `PUBLIC UT1L4TY
E CONSUMED.
Ei3INS p PARTMEN T MUST B<.u,
;LAND SURVEYORS CIVIL ENGINEERS
18 NORTH ROAD BEDFORD, MASS.
® OOtIGtAS yG
E.
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SHEET 5 OF 10 SHEETS
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