HomeMy WebLinkAboutSD-150-2EXISTING
SMH
EXISTING
DMH
POLE
O
BENCH MARK H�DRAN
ARROW ,n
239.33 \\
TIE INTO EXISTING
WATER MAIN
W /8" TS a
EXISTING
CATCH BASIN
I "BITUMINOUS CONCRETE
OVERLAY ON BLOSSOMCREST
ROAD IN THIS AREA
s s
0=
I' L=122.34
R =25.00 1= 74 -32 -18
L= 32.52 T =19.02
STREET SIGN (CREST STREET)
Vol
GRANITE CURB
tfj zSEE NOTE 2
+ Headail
1. O tdRL:_F�i_ F
< v
T C
Q)
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Lb
2' -6°
N
3' -0"
N
3' -6 "
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3' -0 "
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N
v
`v
N
REV 5/12/81
N
(n
0 -
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>
z
z
N
N
O
O
fn
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N
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IN
c_c
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0
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r`
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N
E
q
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OI
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+ N ((m
O (U N
8 3tJ Tt F tRfiRt *ATff,- t
tea WTI I NOI -55 -29 °
`GRANITE CURB
end SEE NOTE 2 top wai
WalI R =20' E.P 231.49
\-pole 186 -2
O.
o
�'OLE
u
R =60.00 1= 70 -31 -4�
L=73.86 T=42.43
PROP EADWAL
10' X Id
DRAIN
EASEME T -/
AT H
BA IN
1L,� ,, CI
ev
Z INICATE S
V� 4 R .'LPV
cco "T"
f
+7, 276.24 / 41 c �, S
top 23305
E STONE RETAIN
L. FOR LOCAT101
LANDSCAPE PL
O to
6 06
0 NN
6
INDICATES WATER
SERVICE
DMf { electric NOTE HYDRANT TO BE
17= R P D! CL.3
S =.CL�. PLACED AT THE VERY
H1DRA dT WITH CC"- END OF WATER MAIN SO
TCrj -q:'N THRU - BL( X41 +IG THAT THE ENTIRE MAIN
261.5 ' c CAN BE FLUSHED.
IR=60.00 1= 250 -31 -44
L= 262.35
5
T C
W
�
SM�
2' -6°
x
3' -0"
2' -8"
3' -6 "
tf )
N
O
3' -0 "
4' -6„
N
v
0
REV 5/12/81
INDICATES
j
K)'
0 -
z
± N fl4 N
+
N
*POLE
N
u �_
U
cm
f
K1
I
IN
c9 g
B"
r
N
zz'
tW
z0
-
?
N
E
q
IT WILL BE
f,
REQUIRED PRIOR TO AN
WORK BEING
C\f
��
N
{ .
O
to
r
in
U+)
N v
ni �t
W
>
I
teP In
ICC
V
C4N
17\1 C9
NN
�_
S °.0 --100 _...
7
_j
�I
LT
i
a+m
-
d1
Q
M Ca
O to
6 06
0 NN
6
INDICATES WATER
SERVICE
DMf { electric NOTE HYDRANT TO BE
17= R P D! CL.3
S =.CL�. PLACED AT THE VERY
H1DRA dT WITH CC"- END OF WATER MAIN SO
TCrj -q:'N THRU - BL( X41 +IG THAT THE ENTIRE MAIN
261.5 ' c CAN BE FLUSHED.
IR=60.00 1= 250 -31 -44
L= 262.35
5
R � I
t 1 A
M 0
N CeE
L +
W M
CL
i--P /-PIPE UC) L)
D o�
GROUND LINE
FIELDSTONE IMBEDDED
QQ IN CEMENT MORTAR N IS w
12
w
FIELDSTONE HEADWALL DETA I L „6 s`QPE
PAVEMENT 1? x w
w,0
GRAVEL '
0
1!/2 _ 3/8"/' GROUND SLOPE ELEVA T 1p
_ MAX. SLOPE RASS
111 _ 2 1 —D” .o•..n ^haeM.ew Rq M• >«..«
M OF LOAM • - - - r:
Q , _BATTER _ -LOAM .;
I/2" PER 2 _
Zo Q < Q FOOT I 3_01' z
% (GRAVEL . _
v1 BACKFILL 0
W �� �n•� Q 2
' Y -2" WEEP HOLES
Q Q 10'C.TOC.
(1 FINISHED GROUT
O Q� �•
LL
_� � � < • , ,. ,GRAVEL'
Q BACKFILL o
FIRST `COURSE OF
-STONE TO BF"
' ' Q PLACED IN 4 MAT
rm // TniT
DIMENSION
T C
W
�
21- 4"•
2' -6°
-�
3' -0"
2' -8"
3' -6 "
2' "
-10
O
3' -0 "
4' -6„
3' -211
v
3' -4"
REV 5/12/81
INDICATES
j
K)'
0 -
GRANITE
± N fl4 N
+
N
N
N
kjIN
U
cm
f
�J
I
c9 g
B"
N
zz'
tW
z0
?
I.A STREET OPENING PER
IT WILL BE
REQUIRED PRIOR TO AN
WORK BEING
C\f
��
N
{ .
O
to
in
N v
ni �t
,
>
I
teP In
V
C4N
17\1 C9
NN
�_
7
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i
a+m
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vI:
z
0
_I
..i
o�ti
N
N
t
(+
N N
.J
N
N
02�
S.
R � I
t 1 A
M 0
N CeE
L +
W M
CL
i--P /-PIPE UC) L)
D o�
GROUND LINE
FIELDSTONE IMBEDDED
QQ IN CEMENT MORTAR N IS w
12
w
FIELDSTONE HEADWALL DETA I L „6 s`QPE
PAVEMENT 1? x w
w,0
GRAVEL '
0
1!/2 _ 3/8"/' GROUND SLOPE ELEVA T 1p
_ MAX. SLOPE RASS
111 _ 2 1 —D” .o•..n ^haeM.ew Rq M• >«..«
M OF LOAM • - - - r:
Q , _BATTER _ -LOAM .;
I/2" PER 2 _
Zo Q < Q FOOT I 3_01' z
% (GRAVEL . _
v1 BACKFILL 0
W �� �n•� Q 2
' Y -2" WEEP HOLES
Q Q 10'C.TOC.
(1 FINISHED GROUT
O Q� �•
LL
_� � � < • , ,. ,GRAVEL'
Q BACKFILL o
FIRST `COURSE OF
-STONE TO BF"
' ' Q PLACED IN 4 MAT
rm // TniT
DIMENSION
T C
W
�
21- 4"•
2' -6°
-�
3' -0"
2' -8"
3' -6 "
2' "
-10
O
3' -0 "
4' -6„
3' -211
5' -0"
3' -4"
REV 5/12/81
INDICATES
ON RIGHT
GRANITE
± N fl4 N
+
N
N
N
N t
R � I
t 1 A
M 0
N CeE
L +
W M
CL
i--P /-PIPE UC) L)
D o�
GROUND LINE
FIELDSTONE IMBEDDED
QQ IN CEMENT MORTAR N IS w
12
w
FIELDSTONE HEADWALL DETA I L „6 s`QPE
PAVEMENT 1? x w
w,0
GRAVEL '
0
1!/2 _ 3/8"/' GROUND SLOPE ELEVA T 1p
_ MAX. SLOPE RASS
111 _ 2 1 —D” .o•..n ^haeM.ew Rq M• >«..«
M OF LOAM • - - - r:
Q , _BATTER _ -LOAM .;
I/2" PER 2 _
Zo Q < Q FOOT I 3_01' z
% (GRAVEL . _
v1 BACKFILL 0
W �� �n•� Q 2
' Y -2" WEEP HOLES
Q Q 10'C.TOC.
(1 FINISHED GROUT
O Q� �•
LL
_� � � < • , ,. ,GRAVEL'
Q BACKFILL o
FIRST `COURSE OF
-STONE TO BF"
' ' Q PLACED IN 4 MAT
rm // TniT
DIMENSION
A
W
2' -0"
21- 4"•
2' -6°
2' -6"
3' -0"
2' -8"
3' -6 "
2' "
-10
4' -0"
3' -0 "
4' -6„
3' -211
5' -0"
3' -4"
w
6310
BOUND
0
OIV
w�
�o
N4
�<
STONE RET.
wo
CURB INLET SET BACK
InIN�cm
FROM GUTTER 12"
Q ILL
REV. 5/1/84 As -Built
CD
O
CV
REV 5/12/81
INDICATES
ON RIGHT
GRANITE
CURB
p
INLETS
i
THIS SIDE ALSO
DONE IN BLOSSOMCREST ROAD.
2.GRANITE CURB REQUIREO AT THE
BLOSSOMCREST INTERSECTION W /BERM
ALONG THE REMAINDER OF STREET,
3 3EWF_R MAIN & SERVICES TO BE CLASS
IL12" W 12" --� 4.WATER MAIN TO BE DUCTILE IRON CLASS
CLASS "C" CONCRET 52 CEMENT LINED.
MAXIMUM HEIGHT 5.ALL DRAIN PIPE TO BE REINFORCED
CEMENTED STONE MASONRY WALL 5' -0" ) 6.TH CONCRETE VEMENT SS DRIVEWAY OPENINGS
(SEE LANDSCAPE PLAN FOR ELEVATIONS) MUST BE 3 INCHES DEEP.
7.SEE SHEET 3 FOR DRIVEWAY LOCATIONS.
I, TOWN CLERK OF THE TOWN OF LEXINGTON,HEREBY
CERTIFY THAT THE NOTICE OF APPROVAL OF THIS LEXINGTON PLANNING BOARD
PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN
RECEIVED AND RECORDED AT THIS OFFICE AND NO
APPEAL WAS RECEIVED DURING TWENTY DAYS AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
DATE (%L( q, (AAJ Oo 19 SZ
n
M�
6310
BOUND
0
OIV
CIVIL
�o
N4
1 tip
STONE RET.
MINA
REV. 7/16/82
InIN�cm
REV
PROFILE
REV. 5/1/84 As -Built
WALL AS SHOWN
CV
REV 5/12/81
REV.
ON RIGHT
z
0 +00 TO 1 +35
p
_T_
THIS SIDE ALSO
U
I
c9 g
B"
N
tW
NOTES
I.A STREET OPENING PER
IT WILL BE
REQUIRED PRIOR TO AN
WORK BEING
DONE IN BLOSSOMCREST ROAD.
2.GRANITE CURB REQUIREO AT THE
BLOSSOMCREST INTERSECTION W /BERM
ALONG THE REMAINDER OF STREET,
3 3EWF_R MAIN & SERVICES TO BE CLASS
IL12" W 12" --� 4.WATER MAIN TO BE DUCTILE IRON CLASS
CLASS "C" CONCRET 52 CEMENT LINED.
MAXIMUM HEIGHT 5.ALL DRAIN PIPE TO BE REINFORCED
CEMENTED STONE MASONRY WALL 5' -0" ) 6.TH CONCRETE VEMENT SS DRIVEWAY OPENINGS
(SEE LANDSCAPE PLAN FOR ELEVATIONS) MUST BE 3 INCHES DEEP.
7.SEE SHEET 3 FOR DRIVEWAY LOCATIONS.
I, TOWN CLERK OF THE TOWN OF LEXINGTON,HEREBY
CERTIFY THAT THE NOTICE OF APPROVAL OF THIS LEXINGTON PLANNING BOARD
PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN
RECEIVED AND RECORDED AT THIS OFFICE AND NO
APPEAL WAS RECEIVED DURING TWENTY DAYS AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
DATE (%L( q, (AAJ Oo 19 SZ
n
M�
6310
0
0
OIV
CIVIL
�o
N4
1 tip
REV.
MINA
REV. 7/16/82
InIN�cm
REV
PROFILE
PROPOSED CREST CIRCLE
DATE
G- X30, i
24' PAVEMENT
E-
ww
O w
Cd-1 N
i
3/8 u � / SLOP I1.ZI.5 "BIT, SURF
_ BRA12 "GRAVEL 5 °BIT BIND`<.
NEEDED 12" GRAVEL
w T 0
Y
v
- 8" D.I. WATE
m 0- CL. 52
w
O 1-
�_ 5' -0"
U = -
O v
O - VARIES SEE
I" N
- - PWD SPECS
cn
a
U
4 "T09' DEEP_. BRICK INVERT
6"BELOW
TYPICAL CROSS SECTION
OWNER AND DEVELOPER
RAY HOWLAND JR.
NDHAM, NEW HAMPSHII
0 SECTION THRU
DRIVEWAY APRON
— 5' -0 ;—
3/8 "/ SLOPE
�: ....,v
-6" GRAV'. II
L
i
i
i
i
e
•
PLAN, PROFILES, DETAI LS
CREST CIRCLE
DECEMBER 18. 1974 REV a REDRAWN 4/1 -8/82 SHEET20F4
SCALES: I " =40'H, I" =4' V
DAVID W. PERLEY
CIVIL
ENGINEER CONCORD, MASS.
REV. 12 /4/81
REV.
3/3/82
REV. 7/16/82
10/12/81
REV
4/ 1/82
REV. 5/1/84 As -Built
REV
REV 5/12/81
REV.
5/24/82
DECEMBER 18. 1974 REV a REDRAWN 4/1 -8/82 SHEET20F4