HomeMy WebLinkAboutRS-698B1
TOWN OF LEXINGTON BENCH MARK
B- 27= 160.953 (TBM)
QS �p (CUT IN CONC. BASE OF FENCE POST)
PS -2, (B -4)
RC PROVIDED RESTRAINED JOINTS , i i
�� g (SEE DETAIL SHEET C -7) (�1
N � Ql
LIMIT OF WORK
24" CAP
PS -2 (B -4)
4 6
s
14
9
11 = 5.0'
12 6 150
13 -- --
7
5
6
7
7
7 8 16.0' 140
s -- -
20.0'
7
z
19
19
21 130
"MO
3
3
3
3
t�
120
4
-5
6
'
(' 7
8
8
10
11
6
4.5
5
5.5
6 + i co
7 —
8
8
8
110
A O
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RIM EL= 144.71: �h
V 0 INV EL= 139.01`
p INV EL= 140.31 / #
n ® 5.
® BEND
12 RCP
0
_ 0
RIM EL= 128.26
INV EL= 124.26 _. g -2 3 +0®
2 "D RCP �!
a p RIM EL =148.20
8 OFF (� PROVIDED RESTRAINED JOINTS
T
INV EL= 417.28 ° 12 NOTE: (SEE DETAIL I TILIZE HEET C -7)
SEWER SERME INV EL =117.17 THE CONTRACTOR SHALL ONLY THE ACCESS
WATER SEWCE ROAD FOR TRANSPORT OF CONSTRUCTION VEHICLES
AND ACCESS TO THE
PLAN SITE VIA EQU EITHER THE TWO HIGHWAY ACCE SGTION
SCALE: 1 " =40' RAMPS SHALL NOT BE PERMITTED.
WORK IN THIS AREA SHALL BE
IN ACCORDANCE WITH THE APPROVI
STATE HIGHWAY PERMIT INCLUDED I
THE SPECIFICATIONS
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�O BEND,
0
1+00
2 +00
3 +00
4 +00 5 +0' PROFILE '
SCALE: 1"=40' HORIZ
1 " =4' VERT
7 +00
IN
8 +00
C -10+ 00
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G S GUT #343
S AND CAPPED '+
BY 8 STON G S
REMOVED AND REPLACED CATCH
BASIN AS NECESSARY TO
PERMIT CONSTRUCTION OF
FORCE MAIN. (INVERT OF
OUTLET = 162.00)
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130