HomeMy WebLinkAboutRS-684-- N REVISIONS; .
NO. DATE
r ¢/z2/8� Gfia�9e PPe mqf% �,` � /nee
BASEMENT
WALL /f ? 5/4/83 Coacrefe encQSe 5eurer of
''` a ! Wnter 5eruice Coo ,iny
w � j � � �.�_ � t RS"LISG NbUSG GonneCfron
CUT EXIST 4"
C.I. SEWER. i a
3t c
�� `!
PLUG EXIST. 4" mi l ` y 1 - j_. S _
t ; !j
EXIST. 4 C.I. SEWER
' �,„`
C.I. SEWER k— t a; 1
(NV, =248.5 t /
CLEAN - OUT - - - - -s # �Q.
PROP 4 C.I. �� t
SEWER FITTINGS aF e s
BASEMENT FLOOR
ELEV= 245.80
1
x
SMH
STA. 3 +54
!' Rim = 249.40
4-
PROP 4 "C.I. SEWER P�ItOP.� /� "`°�° t 6" THICK
8 SEWER I ", i inu (in) = 244.46 EN GASEM r
8 Inv (out} = 24.46 O 'SH �
NC. .
r f L
T as
— HER, S,D S ONE
IANN. 7
EIT E -0 -,
–. WALL _ � _ 1 l�� K tEeez°'
It HOUSE CONNECTION 'DETAI
CIVIL
No 29907
k
r�r"'`�s
SMH CONSTROJCT SEWER UNDER EXISTING ALL; - -
SsloNgt
z U 1
STA. 2+42 RECOR `TRUCT WALL AS REQUIRED THICK MIN ONCRET " I C E ? 1
i
! - Rim= 250.00 f _� ENCASEMENT
t
PROP.
x1 a, � Inv. = 243.73 1O' EITHER SIDE OF CL
r fi ❑ -a = `�, - , S STO , MASS. WORCESTER, S
4 SEWER SMH
WATER SER IC
y °' t - -� '� -_ a STA. i7 E %� F HALIFAX, MASS. . NORWELL, MA
- _
.� —
„ Rim ?46.20 SMH _ i�V2 WA 7-,- 1 y BEDFORD, MASS. LEXINGTON, MASS.
EXISTING SEPTIC TANK �, r� ,�_ Inv. 243.57 P GRADE TYP.) STA. I +01 - € ; r� M ;u HYANNIS, MASS. MANSFIELD, Mass.
° J" _PUMP OUT 8 FILL WITH`GRAVEL - .> PROPOSED SPOT (
.. Rim Inv.=
5�'
= 249.00 " WAT -- CR T z rs r s m, o R R
, z
LIMIT OF FILL
J `, "^-_... ?a:+ ..,` �' i� ? 1 _ -,fit �' ?.. �.. 3" • �Ltw: f.'f. ___ ._ w —... _..__....____ _ . �/ r s.J` (�h ,_ - T.
f
f a
r
i`Fm2
T
t "'- --.• ,.? 2', t'.. t-s` la . ai 1 � c �€ � � 24
y ,
- r z
3 s-
F
H.
{
V ,
�
PROP ER
�` _
L 8 T � Lf � u.f C
ED F- =..- 2� ..J's. a %i t_. € l� L S - ._ Ef _
vcs .,•�_. ; a > ^.. -r!.¢.f a r' I -�G1 !...o° _paa-`.�. €s r�_r... ,
AREA
"SEW
=vu
r Yp
i<
e.
tz,
BENCH MARK SAWCUT EXISTING PAVEMENT, CONNECT PROPOSED
r
REMOVE AND REPLACE TO 8 " SEWER INTO EXISTING
MAT H XISTIP_ .
_ IvaKli'e1CyLE J "T A. t7 -f�va
Inv. = 242.16 ±
-- /lij SMH
REFERENCE
MIDDLESEX SOUTH DISTRICT REGISTRY OF DEED: I Rim = 248
183
DEED BK.8038 PG-417 9583 360- Rim
=248
= 242.70 70 f i
PLAN
I SCALE: I" = 20'
BSC Engineering,
GENERAL NOTES PRIVATE PROPERTY PEPLHAM ROAD R.O.W. 64 Summer street
Boston, Massachusetts 02210
1. THE BOUNDRY LINE, UTILITY AND TOPOGRAPHIC — APPROX.CL EXIST.. (617) 269 -$150
INFORMATION WAS TAKEN FROM A PLAN PREPARED i i WATER SERVICES DIV O
BY MILLER a NYLANDER LEXINGTON MASS. DATED Y CONSULTANTS INC.
NOVEMBER 10, 1981. ELEVATIONS ARE BASED ON EXISTING DRIVEWAY BOSTON SURVEY
TOWN OF LEXINGTON DATUM.
BLDG.
250 ENGINEERING >a SURVEYING @ PLANNING
2. ALL WORK PERFORMED SHALL MEET THE 250 TITLE:
REQUIREMENTS OF THE TOWN OF LEXINGTON. /� EXISTING GRADE i
3. PROPOSED 8" SEWER PIPE IS PVC SDR 35 EXISTING GRADE /
C _ _ _ -- /� i EXISTIWG7 STONE AND r
-- c ALL 1 f� 248
4• PROPOSED 4 SEWER PIPE IS CAST IRON �t \ / MORTA., RETAING W
24$ EXIST 4 C r.
5. DRIVEWAY, WALK AND LAWNS TO BE RECONSTRUCTED SEWER
INV.= 24$.5 /. I i ' AREA /� '`° PROPOSED SE
AS REQUIRED `°
24 6
6. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED BASEM ` I '� SERVIC ®I
ACCORDING TO AVAILABLE RECORD PLANS FROM THE FL.E . =245.$ I t W
VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES 246 U_
AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS i
MUST BE DETERMINED IN THE FIELD PRIOR TO I
CONSTRUCTION,WE ASSUME NO RESPONSIBILITY FOR PROP (� CONC. I
UTILITIES OMITTED OR INACURAT£LY SHOWN. 4" C I (( ENCASEMENT I I 244 Z GREY NUNS
EXISTING CARETAKER HOUSE
244 SEWER PROP 8" SEWER S = 0 00 I 8 SEWER
z 15 PELHAM ROAD
PROP s" SEWER O LEXINGTON, MA.
S = o.ao65 j I - --
SEE DETAIL _ PROP 8" SEWER S= 0:0065
ABOVE
CONCRETE ENCASEMENT — s _ 242
w
242 " j aJ SCALE: AS SHOWN