HomeMy WebLinkAboutSD-378-4Q_
O
m
a
Q
m
a
m
m
a
m
0
a
m
m
m
Q
0
.•b
� N
0
a
r
a
i
214
212
Nue
1000
I.
DATUM ELEV
205.00
M
N
ia8
HIGH POINT ELEV = 213.22
m :5. C) I
HIGH POINT STA = 0 +16.84
N
(
PVI STA = 0 +21
PVI ELEV = 213.25
PVI STA =
0 +48
A.D. _ -5.90
PVI ELEV =
211.79
K = 1.70
1 1 10.00' VC
A. D.
{jIIIIII
I
N
1
30.00'
VC
+
(0
0
LLI
0
N N
Fr--04
-
U
W o
N M
I
>
U Iii
... +
DRIVEWAY PLAN VIEW
SCALE: 1" = 20'
LOW POINT ELEV = 211.67
HIGH POINT ELEV = 211.86 LOW POINT STA = 1 +63.39
LOW POINT ELEV = 211.46 HIGH POINT STA = 1 +40.00 PVI STA = 1 +70
LOW POINT STA = 0 +89.63 PVI STA = 1 +42 PVI ELEV = 211.50
PVI STA = 0 +91 PVI ELEV = 211.94 A.D. = 5.60
PVI ELEV = 211.36 A.D. _ -2.71 K = 5.36
A.D. = 2.15 K = 9.59 1 30.00' VC I
K = 18.63 1 26.00' VC
A n not \ (f
HIGH POINT ELEV = 213.38
HIGH POINT STA = 2 +24.26
PVI STA = 2 +19
PVI ELEV = 213.48
A.D. _ --5.28
K = 3.78
I 20.00' VC I
00
0 0
+ I�
N N
N �
+ M
N �
&i w
U t�
0 +00
0 +20 0 +40 0 +60 0 +80 1 +00 1 +20
DRIVEWAY PROFILE
SCALE: 1" = 10' HORIZ.
1" = 1' VERT.
1 +40 1 +60 1 +80 2 +00 2 +20 2+40 2 +60
d
00
N
N
I
e
f I�
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THIS PLAN CONFORMS
TO THE RULES AND REGULATIONS OF
THE REGISTRY OF DEEDS.
oFa,�scy
9
G
Y DAVID. J. a
c CRISPIN
CIVIL
No. 32112
8161N�
"�IINIAI�
PRO SSIONAL ENGINEER DATE
DEFINITIVE
SUBDIVISION
PROFILE
AND
DETAILS
REVERE STREET
IN
LEXINGTON
MASSACHUSETTS
(MIDDLESEX COUNTY)
MARCH 13, 1998
REVISIONS:
NO. DATE DESC.
l
293 Washington
Norwell, Massacht
02061
781
0 1998 The BSC Group, Inc.
SCALE: AS SHOWN
PROJ. MGR.: D. CRISPIN
FIELD: R. J. / J. D. / S. D.
CALC. /DESIGN: R. DRUREY / D. LEARNED
DRAWN: R. DRUREY / D. LEARNED
CHECK: D. CRISPIN
FILE: 551'6PRO.DWG
DWG. NO: 4149 -03
SHEET 4 OF 6
JOB. NO: 4- 5516.00
m :5. C) I
N
(
{jIIIIII
I
I
LLI
IW
-
i
I
(
jh
II
0.50
m
m
i
E cfl
c0
co
t
-
I
64
+
€
r
i
€
+
r +
-
N
±
N
o
v
9
I
�4�0
U
`1
U v1
LV
C)
V)itO
a
• N
U
m
m
Ij
�
w
QNN
I
I
[
Ld
W
>
m
II
w 1
1
m>
a
t
Ljj
T
E
CJ.
Z
[
U
W Z
1
I
t
Ld
>
`�09
cc)
io
0
v � to
I
1
-1.007
E
`1.00
T
3�°
(
I
S690
I
-1.00
1.15% {
I
€€
I
E
E
I
[
EXIS
.GRADE
{j
I
{
E
(
[
I
F
POP.
GRADE
I
I
T
I
P R01 51t!
LEC. /TELE (CABLE /GAS',
E
{
p
[
I
o
C• LTEC
CONTACTOR
FI LD
DRAIN
PANELS
08 352-
106
r
I
p
E
BOTTOM
ELEVA ION = 20
.53 (SET
EVEL)
I
�
I
{
ESTIMATED
GROUNDWA
R
[
I
I
•
POP-
WATER
LINE
F
T
E
E
f
I
f
€
€
t
I
f
;;E
F
_
61
N.-
moil-
SO
tt?
`-N
a.00
�cp
stn
r
a)
`rd
t0
LO 0)
DLO
00 m
~to
0
O.00
CD
X00
0
r 00
r__
�-
0) rn�
M
r7M
r-
rh
NP
N
Cfl
`tM
r7r�
t
N
NN
�0
0)
C3
N
N
N
_
.14-
_
.00
-
- t0
-
-
N
N N
r >
�
r i
M1
M
M to
r�
.0) cy
N
,-..
N
NN
N'N
,-
NN
N
NN
`-
N
NN
{�
r
NN
l-
f T
NN
C-
NN
l-
C� \�
NN
[�
NN
r' Y-
NN
f
NN
T
T�
NN
N
NN
{-
N {�
NN
C'
NN
l�
C'.
NN
`-
t-
NN
��
f {�
NN
t-
NN
C"
N�
N
NN
t�
NN
NN
l- ,-
NN N
0 +00
0 +20 0 +40 0 +60 0 +80 1 +00 1 +20
DRIVEWAY PROFILE
SCALE: 1" = 10' HORIZ.
1" = 1' VERT.
1 +40 1 +60 1 +80 2 +00 2 +20 2+40 2 +60
d
00
N
N
I
e
f I�
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THIS PLAN CONFORMS
TO THE RULES AND REGULATIONS OF
THE REGISTRY OF DEEDS.
oFa,�scy
9
G
Y DAVID. J. a
c CRISPIN
CIVIL
No. 32112
8161N�
"�IINIAI�
PRO SSIONAL ENGINEER DATE
DEFINITIVE
SUBDIVISION
PROFILE
AND
DETAILS
REVERE STREET
IN
LEXINGTON
MASSACHUSETTS
(MIDDLESEX COUNTY)
MARCH 13, 1998
REVISIONS:
NO. DATE DESC.
l
293 Washington
Norwell, Massacht
02061
781
0 1998 The BSC Group, Inc.
SCALE: AS SHOWN
PROJ. MGR.: D. CRISPIN
FIELD: R. J. / J. D. / S. D.
CALC. /DESIGN: R. DRUREY / D. LEARNED
DRAWN: R. DRUREY / D. LEARNED
CHECK: D. CRISPIN
FILE: 551'6PRO.DWG
DWG. NO: 4149 -03
SHEET 4 OF 6
JOB. NO: 4- 5516.00