HomeMy WebLinkAboutSD-406-5j.
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58 +10.96 BEDFORD STREET
0 +00 PROPOSED ROAD
C A
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NEW 12
L =37',
20 °DIP SANIL
FORCE MAIN
L= 242.79'
COMMON 0=92°4424"
OPEN SPACE T =157.35
M; ` S3, 26' R =175.
L 40 '4' D
�`� �� R— .00'
=92 °00'00"
v G s
'T=25.89'
N�o i�1
TS
NN
6
L =56.2' S
R =35.0' g/
Pei
�f
KM
� j F
wD�x L-53.D• � � LOT 1
R -35.0
\sex``yWC ` ij L= 38.40'
WcR
R= 25.00'
" ' s L =88 °00'00"
�5
V, . T= 24.14'
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2' RETURN STONE
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� \ � 3 {'•A \ \f ?t
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0 0
H o R= 125.000''',
LOT 3
SCALE: 1 I N =40 FT
ONE
X24„
LOT 4
LOT 14
t
T co
S8,
DMH 2
cc
s
kk
L= 23.55' S
R= 25,00'
A =53 °58'05"
T= 12.73' fD
LOT 5 CC
r
LOT 13
a� °�
y\`
3J
L= 237.9'
R =47.0'
LOT 12
L= 23.55'
R= 25.00'
� =53 °58'05
T= 12.73'
L =144.5'
R =23,0'
�3
I
11
z
to
COMMON
OPEN SPACE
0
5
LOT 10
CB 6
L= 301.53'
' WS — R= 60.00'
CO A= 287'56'10"
SS
T= 43.64'
LOT 9
LEGEND:
CB
CATCH BASIN
CC
CURB COCK
CO
CLEANOUT
DICL
DUCTILE IRON CEMENT LINE
DMH
DRAIN MANHOLE
DS
DRAIN SERVICE
EXIST.
EXISTING
FD
FOUNDATION DRAIN SERVICE
FES
FLARED END SECTION
GV
GATE VALVE
HYD
HYDRANT
INV.
INVERT
L
LEFT
LCB
LEACHING CATCH BASIN
OCS
OUTLET CONTROL STRUCTURE
20'
PROP.
PROPOSED
W
N PVC
POLYVINYL CHLORIDE
R
RIGHT
CB
RCP
REINFORCED CONCRETE PIPE
S
SLOPE
SMH
SEWER MANHOLE
SS
SEWER SERVICE 6 "PVC
VGC
VERTICAL GRANITE CURB
WCR
WHEEL CHAIR RAMP
WG
WATER GATE
WS
WATER SERVICE 1" TYPE K— COPPER
PROFILE
SCALE: HOR. 1IN =40FT
VERT. 1 IN =4FT
NOTES:
1.) SEE PROPERTY RIGHTS PLAN FOR REFERENCES.
2. NOT ALL UNDERGROUND UTILITIES ARE SHOWN.
BEFORE DESIGN AND CONSTRUCTION CALL "DIG
SAFE" 1 — 888 - 344 -7233.
3.) VERTCLE DATUM USED IS N.G.V.D. 1929. SEE SITE
CONSTRUCTION PLAN FOR BENCH MARK DESCRIPTION.
4.) THE LOCATION OF UNDERGROUND ELECTRICAL AND
COMMUNICATIONS CONDUITS ARE NOT SHOWN. THEIR LAYOUT
WILL BE DESIGNED BY BOSTON EDISON ENGINEERING
DIVISION AND ANY REQUIRED EASEMENTS SHALL BE
GRANTED BY THE DEVELOPER. PROVISIONS FOR SUPPLYING
POWER TO STREET LIGHTING WILL BE INCLUDED WITH
THIS LAYOUT.
5.) ALL UTILITY IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE TOWN OF LEXINGTON STANDARDS.
6.) ALL CATCH BASINS SHALL HAVE STONE INLETS WITH
TRANSITION STONES.
7.) POINTS SHOWN THUS -tl- ARE STONE BOUNDS TO BE SET.
8.) WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED WITH CEMENT
CONCRETE, GRANITE TRANSITION CURB, AND CONFORM TO
MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS.
9.) EXISTING DRAINAGE STRUCTURES ON BEDFORD STREET
(CB A & DMH 1) SHALL BE LEFT CLEAN AND IN OPERABLE
CONDITION AT THE COMPLETION OF WORK. THIS SHALL APPLY
ALSO TO PROPOSED CB 1 & CB 2 AND CONNECTING DRAIN
PIPES.
9.) EXISTING DRAINAGE STRUCTURES ON BEDFORD STREET
10.) SEE SHEETS 5 & 5 OF 15 FOR PAVING LIMITS.
1`x-12 -02
DATE REGISTERED-7
APPRO D OF
a
�^'— C
LEXINGTON PLANNING BOARD
DATE /0 3
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
__4;7- Z __________ AND RECORDED HEREWITH.
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH.
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH.
1 - - - %t> om A _At.
CLERK OF THE TOWN OF LEXINGTON
HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE
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.
Ott Aw
DATE TOWN CLERK
REVISED: 12- 12 -02, MASSACHUSETTS HIGHWAY DEPARTMENT,
LEXINGTON PLANNING BOARD, & LEXINGTON
CONSERVATION COMMISSION COMMENTS.
H-1 N 3 0 N FAIRM
BEDFORD STREET
LEXINGTON, MASSACHUSETTS
DEFINITIVE IT
DEVELOPMENT PLAN
Refs 2.4.1.e
Sheet Titles
CIDER MILL LAN
bstreut Ldow%ysoust
Ar 11L Ar Is
Is Is
A iffio4i d r f 'I I ssm,
JMG, DEVELOPMENT, LLC Developer/
121 Jennie's Way, Tewksbury, Ma. Applicant
FRANCIS M. & ANNE BYRNES Owner
324 Bedford Street, Lexington, Ma. 78/112
DOROTHY L. JOHNSON Owner
336 Bedford Street, Lexington, MA 78/1' 14
WEINMAYR ASSOCIATES, INC. Landscape
7 South Street, Somerville, MA. Architect
NOONAN & McDOWELL, INC. Land Surveyor /
25 Bridge Street, Billerica, (VIA Civil Engineer
FEET 0 20 40 80 120 160
METERS 0 5 10 20 30 40
Scale, 1 IN -40 FT. Date, September 24, 2002`
Dwg.; No 1752P2D Job No 17521005 Sh No 5 of 16
LATERAL
SCHEDULE
LATERAL
TYPE
LENGTH
SLOPE
CB
1 —DMH
1
12 "DIP
26'
0.005
CB
2 —DMH
1
12 "DIP
10'
0.014
CB
3 —DMH
2
12 "RCP
20'
0.04
CB
4 —DMH
2
12 "RCP
12'
0.067
CB
5 —DMH
4
12 "RCP
33'
0.021
CB
6 —DMH
4
12 "RCP
19'
0.037
1`x-12 -02
DATE REGISTERED-7
APPRO D OF
a
�^'— C
LEXINGTON PLANNING BOARD
DATE /0 3
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
__4;7- Z __________ AND RECORDED HEREWITH.
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH.
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH.
1 - - - %t> om A _At.
CLERK OF THE TOWN OF LEXINGTON
HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE
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.
Ott Aw
DATE TOWN CLERK
REVISED: 12- 12 -02, MASSACHUSETTS HIGHWAY DEPARTMENT,
LEXINGTON PLANNING BOARD, & LEXINGTON
CONSERVATION COMMISSION COMMENTS.
H-1 N 3 0 N FAIRM
BEDFORD STREET
LEXINGTON, MASSACHUSETTS
DEFINITIVE IT
DEVELOPMENT PLAN
Refs 2.4.1.e
Sheet Titles
CIDER MILL LAN
bstreut Ldow%ysoust
Ar 11L Ar Is
Is Is
A iffio4i d r f 'I I ssm,
JMG, DEVELOPMENT, LLC Developer/
121 Jennie's Way, Tewksbury, Ma. Applicant
FRANCIS M. & ANNE BYRNES Owner
324 Bedford Street, Lexington, Ma. 78/112
DOROTHY L. JOHNSON Owner
336 Bedford Street, Lexington, MA 78/1' 14
WEINMAYR ASSOCIATES, INC. Landscape
7 South Street, Somerville, MA. Architect
NOONAN & McDOWELL, INC. Land Surveyor /
25 Bridge Street, Billerica, (VIA Civil Engineer
FEET 0 20 40 80 120 160
METERS 0 5 10 20 30 40
Scale, 1 IN -40 FT. Date, September 24, 2002`
Dwg.; No 1752P2D Job No 17521005 Sh No 5 of 16