HomeMy WebLinkAboutRS-698ESEWER ARV. REMOVED AND REPLACED CATCH
DEPTH V± BASINS AS NECESSARY TO
PERMIT CONSTRUCTION OF
1 l f
sk FORCE MAIN
It
_��l 2 R CP 6.
C) VI l" FORCE MAIN AIR
RELEASE STA 39+75
40
45" BENDS (SEE DETAIL SHEET C
PROVIDED RESTRAINED
Lli 12"D RCP
JOINTS (SEE DETAIL CONC. S.W.
I 24
SHEET C-7) l SEE DETAIL OBO BELOW
V I - - - -12 "D RCP 4"G EXCAVATE TEST PITS TO—
Ld SM 1 2"'D Ncp 8 's vc DETERMINE LOCATION OF ter- LaJ
EXIST. UTIU11ES rAd .4�roj'
12
0 RCP 4 P
'e� THE CONTRACTOR SHALL CONTACT RCP
Ld NEW ENGLAND TELEPHONE CO. (NET) TO
B-
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POLE DURING THE CONSTRUCTION
#34
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C-5
------ PLUG
60!
--) oo
IZIJ (TYP)
200
&5 ';Q
0 0
A (b
12D RCP UP
PLAN " \ Z 931
SCALE: 1"=40' N
12"D RCP
c
e
FMCO STA 36+50 B-14
SEWER SERVICE (SEE DETAIL SHEET C-8)
WATER SERVICE E SEE DETAIL 0 Ao BELOW
PROVIDED RESTRAINED
PROVIDED RESTRAINED 12"D c JOINTS (SEE DETAIL
JOINTS (SEE DETAIL 20"' SHEET C-7)
SHEET C-7)
REMOVED AND REPLAC 45" BEND
45 BENDS CATCH BASINS AS NECESS Y
TO PERMIT CONSTRUCTION
OF FORCE MAIN
DEE HILLSIDE
i
GLEASONIROAD ROAD t GLEASON ROAD NORTH HANCOCK STREETI TERRACE
® '0 4 V
z
#40
N - S
---- ---- _
45" BEND
454 BENDS ---- -- 40. 1 51,
.I
CB 2
Z' FORCE MAIN AIR
24" DI FM 14 RELEASE STA 39+75
45 BEND
DMH DMH I SMH N. HANCOCK ST
t
N. HANCOCK ST 'EXIST N" AD:
MAINTAIN MINIMUM
5'-0" COVER OVER DETAIL "A" M N riAV"IDICK. S
N.T.S. #45 13—lb
FORCE MAIN (TYP.)
DETAIL "B"
t 5-
B-12 t B-13 N. S.
cf)
32 2
-- 200
2 3 48
7 B-14
--
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4-- 7--
t 4.0'
14
t 14
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2
100/4'-- __12
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12
27-- cil -T-
t
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11.0'
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t 21 i t
--lao'24" FM DI 18 --
4
21
-- t
8
20 34-- 27--
DI
27 1 2 33 ) 24" FM DI 34= 2e
75 t
_j
51 1 BOTTOM 16.0'
BOTTOM 14.0'
(B-15 SHOWN FOR CLARITY,
ACTUAL LOCATION STA 40+74) C)
6 V7 it
15.0'
BOTTOM 17.0' i j 26 t t t
I 2 4
3 2
BOTTOM 17.0' t
180
1 -4-
4
30+00
>
L
31+00 32+00
+00 PROFILE 36+00
SCALE: 1"=40' HORIZ
1"=4' VERT
0
u
U)
37+00
_j
zl<
mow
wi V) 0)
<n
LI i _j <
38+00 39+00 40+00 41+00
RECORD DRAWING
170