HomeMy WebLinkAboutSD-82-3R.O.W.
LENGTH AS DIRECTED OR 25 _ _ ` 25 w
( z
SPECIFIED
END PLUG
4' -0" 6"
w
0
B PAVED SIDEWALK FINISHED
t -- ON COMPACTED ( GRADE
A A GRAVEL BASE i ±
COURSE
II/ WEARING COURSE
' B 2 :1 OR SLOPED GRAN. EDGING (TYR) i2,
FLATTER 8 /FT• I /2 BINDER COURSE j
30" CURVE M TER ALD (TYP.) IIII —' 3 /8/FT. 3 " _
(ROTATE AS REQUIRED) THOROUGHLY 111 lII 09.0 g 2 O.o 6' �— /�$ — /F� _ NEW CORPORATION STOP ZI
6" =111= �I
COMPACTED —III —III O ,, �" °° '0 ° —
�III O.Ou oo III i NEW COPPER �' NEW CURB STOP
Y- BRANCH = o 0 0 0 0 �12'COMPACTED GRAVEL BASE COURSE a oo _ SERVICE PIPE a.
_ o O, o 0 1111 I AND BOX
COMPACTED
cl °o ° o ° 001 SCREENED SUBGRADE GRAVEL MIN.
�\
III( °IIII °illl f
MINOR STREET CROSS - SECTION ,
UNDISTURBED N T,S. CONNECT CURB STOP TO
EXIST. SERVICE PIPE.
MATERIAL SEE NOTE
SECTION B - B
PAVEMENT LIMITS GROUND SURFACE NOTE:
WATER MAIN INSURE THERE ARE ADEQUATE
FOR BUILDING CONNECTIONS
FITTINGS ON HAND TO CONNECT
NEW COPPER SERVICE PIPE TO
ANY EXISTING LEAD SERVICE PIPE
PROVIDE 2% 2" NOTE REFERENCE IS MADE TO THE ATTACHED WHICH MAY BE UNCOVERED AND T(i
BUILDING CONNECTION OAK MARKER DEPTH
STANDARD DETAILS FOR THE TOWN OF LEXINGTON EXISTING SERVICE PIPE.
AS
MIN. SLOPE 1/4 "PER FOOT AS THEY MAY BE APPLICABLE TO THIS PROJECT.
UNLESS OTHERWISE DIRECTED DIRECTED WATER SERVICE CONNECTION DETAIL
PROVIDE SCREEN GRAVEL " IN THE EVENT OF A CONFLICT OR INCONSISTANCY
TO I FT. ABOVE PIPE END i - 0 BETWEEN THE DEVELOPERS DETAILS, AS APPROVED NOT TO SCALE
2 FT. BEYOND BY THE ENGINEERING DEPT., AND THE TOWN OF
SEWER _ LEXINGTON STANDARD DETAIL SHEET THE MOST
COLLECTOR CURRENT VERSION OF THE TOWN STANDARD DETAIL
} SHEET SHALL PREVAIL EXCEPT WHEN SPECIFICALLY
j WAIVED.
STANDARD CATCH BASIN FRAME a GRATE
GRANITE CURB INLET
(SEE DEETAIL ON SHEET 7of7)
FRAME TO BE SET IN `
FULL BED OF MORTAR
BRICK LEVELING COURSE AS
—
REQUIRED FOR GRADE
ADJUS
/ Ao,lusTMENTSt ® MAX.)
,
( "CLEAR
"MIN.
MIN. OA2 SQ.IN. STEEL PER
VERTICAL. FOOT PLACED
LL SACCORDING M HTD
SUMP DESIGNATION L8
NTS (MAX)
PRECAST CEMENT CONCRETE
5" EASE UNIT
Ono Ile = °°w
8 MIN. M2.O1.4 CRUSHED STONE
NOT TO
I
247
MN
237
232
VC =15
PVI STA
1 +42.5
EL=
230.58
W,
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VC =50
PVI STA. 1+75
EL. =240 15
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VC =50
PVI STA. 1+75
EL. =240 15
Irt
(I NlO NP121 . ilN i
0+50
x
PAP Yl
242
APPROVED UNDER THE SUBDIVISION CONTROL LAW
LEXINGTON PLANNING . BOAW
8 D
DATE
EASEMENTS TO BE RECORDED HEREWITH.
"IN ACCORDANCE WITH A COVENANT DATED 6- 13 -88AND RECORDED
HEREWITH."
"IN ACCORDANCE WITH A CERTIFICATE OF ACTION, DATED JUNE 20.1988 ,
AND RECORDED HEREWITH. n
237 1 HEREBY CERTIFY THAT NO NOTICE OF APPEAL
WAS RECEIVED DURING THE 20 DAYS NEXT AFTER
RECEIPT AND RECORDING OF NOTICE FROM THE
PLANNING BOARD OF THE APPROVAL OF THE
WITH -IN PLAN.
D At E
?TOW Ci ERK
NOTES
PREPARED i FOR:
JEFFREY a CAROL HODGDON
16 BLAKE 1ROAO
LEXINGTON, i MA 02173
The BSC
The BSC Group — Boston Inc
425 Summer Street
Boston MA
02210
617 330 5300
aaslam ;m
1 SCALE: AS
DATE: MARCH 5, 1988
COMP/DESIGN:
CHECK: D.J.C.
DRAWN: PA. D.
FIELD:
FILE NO:
DWG. NO: SHEET
JOB NO: 2 -1723,0011 3 OF 7
SUBC�I V. 8
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EXIST. GRADE
w
PROP.
GRADE
�I
/
i
4.6•
X
w
O
COVER
(MIN.)
w
N
„
I
olo
�
w
Irt
(I NlO NP121 . ilN i
0+50
x
PAP Yl
242
APPROVED UNDER THE SUBDIVISION CONTROL LAW
LEXINGTON PLANNING . BOAW
8 D
DATE
EASEMENTS TO BE RECORDED HEREWITH.
"IN ACCORDANCE WITH A COVENANT DATED 6- 13 -88AND RECORDED
HEREWITH."
"IN ACCORDANCE WITH A CERTIFICATE OF ACTION, DATED JUNE 20.1988 ,
AND RECORDED HEREWITH. n
237 1 HEREBY CERTIFY THAT NO NOTICE OF APPEAL
WAS RECEIVED DURING THE 20 DAYS NEXT AFTER
RECEIPT AND RECORDING OF NOTICE FROM THE
PLANNING BOARD OF THE APPROVAL OF THE
WITH -IN PLAN.
D At E
?TOW Ci ERK
NOTES
PREPARED i FOR:
JEFFREY a CAROL HODGDON
16 BLAKE 1ROAO
LEXINGTON, i MA 02173
The BSC
The BSC Group — Boston Inc
425 Summer Street
Boston MA
02210
617 330 5300
aaslam ;m
1 SCALE: AS
DATE: MARCH 5, 1988
COMP/DESIGN:
CHECK: D.J.C.
DRAWN: PA. D.
FIELD:
FILE NO:
DWG. NO: SHEET
JOB NO: 2 -1723,0011 3 OF 7
SUBC�I V. 8