HomeMy WebLinkAboutSD-112-2-2AR N E J. & SYLVIA S
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`� X00 I M,I,N._THIC F3ARRIER AC
P� LOT # I88 NESS �2YY t ROSS TRENCH vi
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Q' - - - - -_ DRAIN S EE PLAN BY MAC C ARTHY a SULLIVAN
E4 S E ENGINEERI NG INC., DATED MAY 24, 1978
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PROP
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CONN
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N G t SEE NOT 1980 o. TV- . EXIST
EASE M E N T E B LOW) 1 1 Dirt - g 5.00 '� ,. -'` 114.97' , �� 0 i DR AM,
E X I S T I N G 1 50.CA IidVR{ Ot2'3 E`, fo \ c.t3. `-
P O D i � _ �*i
MERV IN D. F EX.
a f� / NOTE:- PRIOR TO CONSTRUCTION, THE THREE �sFM HDw.
DRAIN CROSSINGS OVER THE SEWER LINE 'I'T EX.
VI VIA R. 1(YNC H.
SHALL BE LOCATED INTHE FIELD IN ORDER S'K
TO PREVENT ANY DAMAGE TO THE EXISTING
SEWER MAIN.
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0
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' POLES SEWER
TYPICAL CROSS SECTIO
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BETWEEN STA. O o 0 00 > > e) 0
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NOTE:AS -IBUILT SHOWN 8 .
C1 EEI B.M.- SPINDLE OF- HYDRANT OPPOSITE HOUSE #25
L'�FCEIa�BLR 14, 1 83 MAPLE STS ELEV =208.13
NOTE:-SEE ORDIER- %%NDITIONS DATED MAY 6,' 1980 BY '
LEXINGTON ODNSERVATION COMMISSION.'
10' -0” (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
BIT. CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE `OFTHE
1 BIT. CONC. FINISH COURSE POND)
°
BIT. CONC. BASE COURSE
-o" 5` -0 12 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
REVISED: 7/30/80 REV. OCT. 14; 1980
LOPES /8 °PER APPROVED BY: KINGSTON ea 9s
a4 ::ar S�OA LEXINGTON PLANNING BUILDERS I V I DE,
1 F, BOARD. CORPORATION
4 "LOAM s °GRAVEL 12 WAYSIDE ROAD PLAN AND PROFILE
EED
T. LINE WAYLAND, MASS. OF
RAIN I NGLES'IDE ROAD
O "OFF ST UN (STATION 25 +3202 TO 27 +01.97 i
DRAIN EASEMENT(STA.O +OT07 +22)
SCALE. HORIZ:1"=4C+,VERT =1" =4' JUw 16;190Q,
N MAC CARTHY a SULLIVAN ENGINEERING' INC.
DATE 81 Sp ST, NATICK MA S S
T E. M By w!JEL BY* jie•a SHEET L OF 4
34.1-19 11 2 . 1/
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0000l
0xv CoNSrRUCT CLAY
`� X00 I M,I,N._THIC F3ARRIER AC
P� LOT # I88 NESS �2YY t ROSS TRENCH vi
_ Qoe �A ' P R O P O S E D i�'ArER- PRppFCp 0 BE
Q' - - - - -_ DRAIN S EE PLAN BY MAC C ARTHY a SULLIVAN
E4 S E ENGINEERI NG INC., DATED MAY 24, 1978
T
\- �e�.i8 e`'s ®`RrM -i B ®— EXISTING ' 0
�►NV =!6876 +�a — • DRAIN �, o EASEME NT RIM= 173.26
$ -PROS° _ 16 8.17_ _
INV= 168.01
�� \ -
EX. S. kfM iPf4E3 15'RC. pRg7N ---p p 0H
/A !72.57 - -, etyx =l7i:7� EX. 18 5E
EDG - — . ��=E -t s _ 20996 00?
PROP
C.B. W /OIL TRAP ( /
� (1
B
SEWER
(LATERAI
HOUSE
CONN
_ Il B
E of POND LOCATION MAY 05.16' _ _ — _ - -_ -__ _ 25. rN.
PONDI �-- _ -- — 15 RC_DRAIN_ _ D
N G t SEE NOT 1980 o. TV- . EXIST
EASE M E N T E B LOW) 1 1 Dirt - g 5.00 '� ,. -'` 114.97' , �� 0 i DR AM,
E X I S T I N G 1 50.CA IidVR{ Ot2'3 E`, fo \ c.t3. `-
P O D i � _ �*i
MERV IN D. F EX.
a f� / NOTE:- PRIOR TO CONSTRUCTION, THE THREE �sFM HDw.
DRAIN CROSSINGS OVER THE SEWER LINE 'I'T EX.
VI VIA R. 1(YNC H.
SHALL BE LOCATED INTHE FIELD IN ORDER S'K
TO PREVENT ANY DAMAGE TO THE EXISTING
SEWER MAIN.
c
F c)
.a• tf) cli 40 0 1
O M N � (j3
n,nrc _ootno �- C -4 � 0i W I-
2+0 �
50' -0"
30'- 0"
DRAIN
1, 0,o z - ,
4
2 $LOPE 1/'2" BIT. CO C. FINISH COURSE 3 t
SLOPE 3/8 PER T 12 :3 Ii2 BIT CONC BASE COURSE S
12" G R A V EL_ °:.'a
4" LOAM a SUB - G RADE ,
1-WATER16-O"O FSTLINEI ROAD TO BE CROWNED 3/8 GI
7' 6" PER FT. } I5 OFF S
0
CL HYDRANT a SANITARY l0
' POLES SEWER
TYPICAL CROSS SECTIO
O ONSTRUCT- M wy- N o r (10 - (D
:LINE OF THE +1 ro +1 co 00 P- - „ - J a 1
BETWEEN STA. O o 0 00 > > e) 0
-65 SHALLBE ' ti 00 cry z Q _
- IN THE FIELD. „ ;, r -j
>
z z _ zg
�o Q
ww
r- ao t-
0 o i ir r`
n a- x
d a c3
f � Y
I
I
I
N 0.40% 15 of
R C DRAIN
0.40%
jr
WIM W O)
�c 3: N
W (p W tD
U n U)
t~Z jj Z
X X
ui W
3 +0 4+0 5 +0 6+=0 7 +0
EASEMENT
NOTE:AS -IBUILT SHOWN 8 .
C1 EEI B.M.- SPINDLE OF- HYDRANT OPPOSITE HOUSE #25
L'�FCEIa�BLR 14, 1 83 MAPLE STS ELEV =208.13
NOTE:-SEE ORDIER- %%NDITIONS DATED MAY 6,' 1980 BY '
LEXINGTON ODNSERVATION COMMISSION.'
10' -0” (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
BIT. CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE `OFTHE
1 BIT. CONC. FINISH COURSE POND)
°
BIT. CONC. BASE COURSE
-o" 5` -0 12 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
REVISED: 7/30/80 REV. OCT. 14; 1980
LOPES /8 °PER APPROVED BY: KINGSTON ea 9s
a4 ::ar S�OA LEXINGTON PLANNING BUILDERS I V I DE,
1 F, BOARD. CORPORATION
4 "LOAM s °GRAVEL 12 WAYSIDE ROAD PLAN AND PROFILE
EED
T. LINE WAYLAND, MASS. OF
RAIN I NGLES'IDE ROAD
O "OFF ST UN (STATION 25 +3202 TO 27 +01.97 i
DRAIN EASEMENT(STA.O +OT07 +22)
SCALE. HORIZ:1"=4C+,VERT =1" =4' JUw 16;190Q,
N MAC CARTHY a SULLIVAN ENGINEERING' INC.
DATE 81 Sp ST, NATICK MA S S
T E. M By w!JEL BY* jie•a SHEET L OF 4
34.1-19 11 2 . 1/