HomeMy WebLinkAboutSD-383-5SUBDIVISION
CB10(APPROX. LOCATION)
RIM -207 33 �
INV IN= 203.8t (CB 12) \
INV.1N 207 4t(DMH4))
INV OUT= 201.4i(CB6)
cB72
RIM =207 48
WV =204-2±
onuu --�-
INV.IN = 199.1 f
INV. OUT= 199, 1t
PROP. INY.IN =199.42.
SAW CUT AND COLD PLANE PA'VEMEN .
BACKFILL TRENCHES WTH SUITABLE
FILL MATERIAL. REPLACE EXS71NG
GRAVEL AND PAVEMENT LAYERS AND
INFRARED SEAMS
cn
X cj
0 0
z
n
o t2j'
tilc
C82
RIM= 224.28
(NO VISIBLE PIPES,
FULL OF DEBRIS)
AND
SUBDIVISION
OF ANY
Rpp R �
p
OpFO
4 R�Gf T OF SO,
PROPOSEO
LOCATION
B 43
TO STA.
PROPOSED VER77CAL
CURVE
UPL GRAN17E CURB
0 +78.75
57�14 OT 1
EL
�
LOCH T10N OF TH
_
OB��
R= 200.00; L= 82.11, Z�= 2331'19"
•:
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U77UTY SERVICES
PG
■I1�
A.D. =
f B IO •
��Ilmip11iL�
FLAGPOLE V -
+zz{Y/litwiil;jiE�i�����
Qo 2 STORY
.226
WOOD FRAME
T P• 2
#39
w K=
114.55
(1�
0 -10"
SANDY LOAM
(A)
l�M�lE+ iidil�YOI
II I�tl�����m1MAi0d�ii�i�iiii3ir
(A)
°I
EXIS7INlG
GRADE
10 " -48"
SANDY LOAM
h
Nl''-FILTER
LOAMY SAND
(B)
M
N CL
N 7ER
FABRIC
ULTEC- 414 -FO�-
ENCLOSE - -.I -�
(C)
28 " -96"
SANDY LOAM
EN77RE FACILITY
„
a
2 Y?
I
LOAMY SAND
(p SEASONAL I
E.SH.G.W.
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B
B ® ®• B
'
+
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S77NG
N
V+
O
N
a�
O
N
J
O
N
RIGHT
OF ANY
Rpp R �
p
OpFO
4 R�Gf T OF SO,
PROPOSEO
LOCATION
B 43
TO STA.
PROPOSED VER77CAL
CURVE
UPL GRAN17E CURB
0 +78.75
57�14 OT 1
EL
�
LOCH T10N OF TH
_
SEWER SERVICE MAINTAIN
EA7S77NG
R= 200.00; L= 82.11, Z�= 2331'19"
IS UNKNOWN
-a-
U77UTY SERVICES
PG
70 09 ADAMS
A.D. =
STREET
N
FLAGPOLE V -
FFE,
Qo 2 STORY
.226
WOOD FRAME
T P• 2
#39
w K=
o PROPOSE
^� WR77CAL
GRA
PROPOSED VER71CAL \\\ \
GRANITE CURB
ITT - Ne - r SWAY �" SURFACE (TYR.)
LOTS/ 2 \'s
PROPOSED PLA Y/
T Y EW' GRAPHIC SCALE
1_3 GARAGE SCALE. 1 " =40' SCALE.• 1"--40'
FEET 40 0 20 40 8o
METERS 0 10 20 40
LOW POINT ELEV = 209.87
220
210
EXIST _
6 °WA TER
(ABANDOA
PROPOSED TAPPING -
SLEEVE AND GATE
VALVE: JOINT
RESTRAINTS (MEGALUGS
OR TTERODS) SHALL BE
USED AT ALL WATER
MAIN RT77NGS
DATUM ELEV
196.00
Y T 2 c
232
BFE:
212
"'ors, s-�bO
LOT 5 cFs�yF��o,
B
<y "O po
GA G,o
s
s�
FF.T
PROPOSED SLOPED / ^�
GRANITE CURB PROPOSED
� 0 LEACHING DRYWELL (TYR)
)
18.2 \' 217 L
HYDRANT
LOT 4
PROPOSED
8 "X6" REDUCER
6" GATE VALVE
GRANDE CORNER ROUNDINGS
SHALL BE USED AT
DRIVEWAY ENTRANCES
ON LOTS 3, 4 AND 5
LOT 3
PROPOSED
DN£LUNG (TYR.)
160
60
100.00° VC
HIGH POINT ELEV = 217.40
0 +00 1 +00 2 +00
ROADWAY PROFILE:
SCALE.
10 = 4' �V'ERT.
1 . = 40 HOR.
2 0 2 4 8 VERT.
20 0 20 40 80 HOR.
FROM STA.
TO STA.
TANGENT LENGTH, BEARING
CURVE
PVT STA = 1 +751
W ELEV = 209.4j$
0 +78.75
118.75; S 4328'50" E
PW STA
PVT ELEV
3+52.59
= 218.11
1 +60.86
PROPOSED SEWER
R= 200.00; L= 82.11, Z�= 2331'19"
1 +60.86
2 +60.86
A.D. = 5.87
PG
a,
A.D. =
-6.87
N
3+20.94
4 +18.22 1
.94.11, S 44 07 33"
STORM
K= 17.03
T P• 2
N
w K=
114.55
UL7EC RECHARGEk
0 -10"
SANDY LOAM
(A)
330
100.00` VC
(A)
°I
EXIS7INlG
GRADE
10 " -48"
SANDY LOAM
h
Nl''-FILTER
LOAMY SAND
(B)
M
N CL
N 7ER
FABRIC
ULTEC- 414 -FO�-
ENCLOSE - -.I -�
(C)
28 " -96"
SANDY LOAM
EN77RE FACILITY
60= 1150
a
2 Y?
I
LOAMY SAND
(p SEASONAL I
E.SH.G.W.
z-,
ti r
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PLAN
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RIGHT
Wi',
i
EXISTING GRAD
I
6i C'i
APPROXIMATE
\
/
\
LOCATION
F TEL.
- /
AT ADAMS
-
GRADE
RCP
D)
I
Q 03 E %t26
PROPOSED
8 "X60 REDUCER
EXISTING
v
P
O50
Q
12" WA TER MAW
_
APPROXIMATE
AI
y5
.r
8 P
O
LOCA77ON OF
O 018
_
15" RCP DRAT
(AT SEWER CROSSING
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NE
O�
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NN
N
N
N
NN
0 +00 1 +00 2 +00
ROADWAY PROFILE:
SCALE.
10 = 4' �V'ERT.
1 . = 40 HOR.
2 0 2 4 8 VERT.
20 0 20 40 80 HOR.
FROM STA.
TO STA.
TANGENT LENGTH, BEARING
CURVE
0 +00.00
0 +78.75
118.75; S 4328'50" E
PROPOSED STORM DRAIN
0 +78.75
1 +60.86
PROPOSED SEWER
R= 200.00; L= 82.11, Z�= 2331'19"
1 +60.86
2 +60.86
100.00; S 1957'3l" E
PG
2 +60.86
3 +20.94
SYSTEM EL. 205.
R= 150.00; L= 63.27A= 2470'02"
3+20.94
4 +18.22 1
.94.11, S 44 07 33"
STORM
W 200
�1
1
h
IF
DAnW ELEV 4
190.00
rn
O
N
I
SOIL
T
(
INFORMATION
c�9OE2o
PROPOSED STORM DRAIN
I 1 o
?OPOSED SLOPED
PROPOSED SEWER
PW
PROPOSED WATER
L -10
PG
PROPOSED GAS
TOP OF
SYSTEM EL. 205.
0
S -�
2 �,
°o
ADS
STORM
INFILTRATOR
T P• 2
S-
0 -10"
FACILITY l00
UL7EC RECHARGEk
0 -10"
SANDY LOAM
(A)
330
UNITS)
(A)
EL
�201.50`L_
(B)
10 " -48"
SANDY LOAM
h
Nl''-FILTER
LOAMY SAND
(B)
38 " -60"
q
� 11
I --
FABRIC
ULTEC- 414 -FO�-
ENCLOSE - -.I -�
(C)
28 " -96"
SANDY LOAM
EN77RE FACILITY
60= 1150
a
2 Y?
I
LOAMY SAND
(p SEASONAL I
E.SH.G.W.
z-,
ti r
---�
/
UPON
m ci
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PLAN
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V+
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O
N
O
N
0+00 1+00 2 +00
DRAINAGE SYSTEM PROFILE.•
SCALE. 1" = 40' HOR.
2' 0 2 4 8 VERT.
20 0 20 40 80 HOR.',
PROP. HYDRANT pERC. LEST t; RATE =4 UPI
AND GATE VALVE SOIL TESRNG HAS BEEN PERFORMED BY
PROPOSED MERIDIAN ENGINEERING, INC. ON JANUARY 9, 1998.
6" GATE VALVE
3 +00 4 +00
j?E= OWNERS.• APPLICANT
43 ADAMS S7REET THE WINDERMERE GROUP, ING
THE WINDERMERE GROUP, INC. 55 HANCOCK STREET
55 HANCOCK STREET LEXINGTON, MA 02173
LEXINGTON, MA 02173
39 ADAMS STREET.
JOHN AND PA7RICIA AUS77N
55 HANCOCK STREET
LEXINGTON, MA 02173'
"THIS PLAN IS SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACT7ON DATED "
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
1,_1 CLERK OF 77-IE TOWN OF
LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
_h two. 3 a)
TOWN CLERK Y DATE
REVISIONS
3 2 -1 -99 CHANGE PIPES TO RCP FAR ZJ
2 1 -8 -99 ADDED DWELLING ON LOT 1 MSM ZJ
DWG. No. 31070EF 1 03-98REOSE WATER AND SE KCK ZJ
BK #253, PG. #59 NO. DATE DESCRIPTION BY CHK'
SOIL
TESTING
INFORMATION
PD-
PROPOSED STORM DRAIN
?OPOSED SLOPED
PROPOSED SEWER
PW
PROPOSED WATER
PG
PROPOSED GAS
?AN17E CURB
T P. 1A
RD
T P 1,
PSMH 0
T P• 2
0 -10"
SANDY LOAM
(A)
0 -10"
SANDY LOAM
(A)
0 -8"
SANDY LOAM
(A)
10 " -38"
SANDY LOAM
(B)
10 " -48"
SANDY LOAM
(8)
8 " -28"
LOAMY SAND
(B)
38 " -60"
SANDY LOAM
(C)
48 " -78"
LOAMY SAND
(C)
28 " -96"
SANDY LOAM
(C)
60= 1150
LOAMY SAND
(C2)
78" -129"
LOAMY SAND
(C2)
E.SH.G.W.
0960
STA 3+86 36' RT ES.H.G.W.
0 80" G.W 0 100"
E.SH.G.W.
O 76" G.W.
0 100"
ROADWAY
PROFILE, LAYOUT PLAN
PROP. HYDRANT pERC. LEST t; RATE =4 UPI
AND GATE VALVE SOIL TESRNG HAS BEEN PERFORMED BY
PROPOSED MERIDIAN ENGINEERING, INC. ON JANUARY 9, 1998.
6" GATE VALVE
3 +00 4 +00
j?E= OWNERS.• APPLICANT
43 ADAMS S7REET THE WINDERMERE GROUP, ING
THE WINDERMERE GROUP, INC. 55 HANCOCK STREET
55 HANCOCK STREET LEXINGTON, MA 02173
LEXINGTON, MA 02173
39 ADAMS STREET.
JOHN AND PA7RICIA AUS77N
55 HANCOCK STREET
LEXINGTON, MA 02173'
"THIS PLAN IS SUBJECT TO A COVENANT DATED
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACT7ON DATED "
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
1,_1 CLERK OF 77-IE TOWN OF
LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF
APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
_h two. 3 a)
TOWN CLERK Y DATE
REVISIONS
3 2 -1 -99 CHANGE PIPES TO RCP FAR ZJ
2 1 -8 -99 ADDED DWELLING ON LOT 1 MSM ZJ
DWG. No. 31070EF 1 03-98REOSE WATER AND SE KCK ZJ
BK #253, PG. #59 NO. DATE DESCRIPTION BY CHK'
LOCATED IN
I LEXINGTON, MASSACHUSETTS.,
Qd
PB
PROPOSED BARRIER
PD-
PROPOSED STORM DRAIN
PS
PROPOSED SEWER
PW
PROPOSED WATER
PG
PROPOSED GAS
P7EC-
PROPOSED TELEPHONE, ELEC7RIC, & CABLE
RD
PROPOSED ROOF DRAIN
PSMH 0
PROPOSED SEWER MANHOLE
POMH 0
PROPOSED DRAIN MANHOLE
PCB
PROPOSED CATCH BASIN
ADS
ADVANCED DRAINAGE SYSTEM PIPE
PROPOSED BITUMINOUS CONCRETE BERM
PROPOSED SLOPED GRANITE CURB
PROPOSED VER77CAL GRAN17E CURS
HCR
PROPOSED MANDICAP RAMP
BFE
BASEMENT FINISHED ELEVA77ON
FFE
FIRST FLOOR ELEVA77ON
GFE
GARAGE FINISHED ELEVA77ON
PROPOSED STONE WALL
PROPOSED RETAINING WALL
PORTER LANE
DEFINITIVE ` SUBDIVISION PLAN
ROADWAY
PROFILE, LAYOUT PLAN
AND UTILITY
PLAN
LOCATED IN
I LEXINGTON, MASSACHUSETTS.,
Qd