HomeMy WebLinkAboutD-2959080)
1
I`
N
1
12.5 �.�� o
4• $•9 9.25 1
12" WATER LINE CONSTRUCTION
CONTRACTOR SHALL SHACKLE ROD
EXISTING GROUND FROM EXIST. LINE TO DEADMAN EXIST. 21" CLAY
ANCHOR (APPROX. I.E. 22.1 AT CROSSING
I PROPOSED 36" STORM PIPE ---
3' MIN. (APPROX. I.E. 21.00 AT CROSSING)
.••..
T.
E = 2 0,14
18 "x12" TAPPING TEE WITH
12" GATE VALVE (FLxMJ) AND
THRUST BLOCK. SEE CITY DETAIL
B085 FOR THRUST BLOCK SIZING.
NEW 12" DI PIPE
(SEE SPECIFICATION)
EXIST. 3-
2" POWER LINES i
rop or m "Dr. P.
19.74
3' MIN. QU60 MIN.
"SHACKLE RODS
6-3/410 OR 8-5/8
(SEE CITY DETAIL B089)
4 -8" 45' BEND (MJ X MJ) (TYP)
WATER LINE INSTALLATION PROFILE
SCALE: 1 "=41
SHACKLE RODS (AS REQUIRED)
6 -3/4" OR 8 -5/8" FOR 12 -INCH PIPE
(SEE CITY DETAIL B089) —�
3" CLR
3" CLR
PLAN VIEW
NE NNERA O.C. W�
8"
ONRETE
CONCRETE SHALL BE
KEYED 12" MIN. AGAINST
UNDISTURBED EARTH BOTH
FACES
• 12" PIPE
1.5' MIN.
CLASS 5 1/2 SACK CONCRETE
3000 PSI MINIMUM
-;-- --4- -4-- -4- --.
0
0
� v
L-NEW 12" DI STORM PIPE
(I.E. 23.5 AT CROSSING)
DEADMAN ANCHOR
oc
-H IM
� I
STA. 35 +14
,.k�.
� �
�
z i
Q
'
If
w
RODS BETWEEN TAPPING
a
w
i
SEE CITY
cc
c /ti
�
""�'''�"�"'
CITY OF
OR REN TON
wOl aPL
S PHASE 1 REMORR 3 AVE. S �^TO BURNE TTANE. S CT
DETAILS -WATER LIE MISTALI.ATION
��a /o3
q
I
Q
I
�N�
cr
�
C/�
co
c�
W�
�
mmm�
� J.N.
I w
AT Ma wu
:•��:•:
m
W f i
N i
-�
M.N.
W
SEE NOTE 3
lop
i ��
BY
-
M
T
i
...�
in i
D
X j
cn
W
0
0
a
r,.
!
a
t+ J J J
M i f)
°' I N I
NEW 12" DI !
WITHERS AVE. S
1 1 J
it)
NI M
LONSTRUCTION NOTES:
'
SHACKLE
RODS BETWEEN TAPPING
a
TEE AND DEADMAN
ANCHOR.
SEE CITY
s
a
�
""�'''�"�"'
CITY OF
OR REN TON
wOl aPL
S PHASE 1 REMORR 3 AVE. S �^TO BURNE TTANE. S CT
DETAILS -WATER LIE MISTALI.ATION
��a /o3
q
I
Q
I
�N�
cr
-�
o
c�
W�
�
mmm�
� J.N.
I w
AT Ma wu
:•��:•:
m
N i
-�
M.N.
W
co
REV1s 100 M,
BY
?
M
KAE.
i
...�
in i
D
X j
cn
W
0
0
a
!
a
p_
H
in
W
4
LONSTRUCTION NOTES:
INSTALL
SHACKLE
RODS BETWEEN TAPPING
1. CONTRACTOR SHALL
TEE AND DEADMAN
ANCHOR.
SEE CITY
DETAIL B089.
2. EXISTING WATER MAIN SHALL REMAIN IN SERVICE UNTIL A
SUCCESSFUL PURITY AND PRESSURE TEST OF THE NEW SYSTEM
HAS BEEN WITNESSED BY THE CITY. ALL EXISTING PIPES, FITTINGS
AND BLOCKING NECESSARY TO BE REMOVED DURING
CONSTRUCTION SHALL BE WASTEHAULED. ALL OTHER EXISTING PIPE
THAT WILL NO LONGER BE IN SERVICE SHALL BE ABANDONED IN
PLACE.
3. PLUG EXISTING 18 "x8" TEE WITH MJ PLUG ONCE NOTE 2 IS
COMPLETED.
4. CITY CREW TO MAKE CONNECTION BETWEEN NEW AND EXISTING
SYSTEM.
�1
0
1t
co
W
z
EXIST. Cl 8"
WATERMAIN
J
r `
co z '
_
OUP t
a �
<o~
m —
'Q W 3
IN .i
i
3
J
co
tic
a
d
o
i
i
i
STA. 35 +42
36.1 L
NEW FIRE HYDRANT ASSEMBLY
REMOVE AND DELIVER EXIST.
HYDRANT TO CITY MAI NT.
J
io
SEE NOTE 4
FURNISH AND INSTALL:
1 -18 "02" TAPPING TEE WITH 12" GATE VALVE (FLxMJ)
AND THRUST BLOCK
4 -12 "x45' VERTICAL BENDS (MJxMJ)
1- DEADMAN ANCHOR
1 -FIRE HYDRANT ASSEMBLY (PER CITY DETAIL 6102)
1- 12 "x8" TEE (MlJxFL) W /THRUST BLOCK
1 -8" GATE VALVE (FLxMJ)
1 -12" PLUG (MJ) W/THRUST BLOCK
1 -8 "x90' BEND (MJ) W/THRUST BLOCK
1 -8" SOLID SLEEVE (MJ)
WATER LINE INSTALLATION PLAN
SCALE: 1"=4'
TYPICAL CONCRETE DEADMAN ANCHOR DETAIL
NOT TO SCALE AS BUILT PER CONTRACTOR 5 RECORD 10103
D- 295908
4qjloo
p�(��
Q. vw^�a'j'�/ �
COISUITMG ENGiNEEItt
�. w� ww w w ww
1
I �'�
�
""�'''�"�"'
CITY OF
OR REN TON
wOl aPL
S PHASE 1 REMORR 3 AVE. S �^TO BURNE TTANE. S CT
DETAILS -WATER LIE MISTALI.ATION
��a /o3
q
I
I
I
�N�
W�
m�
mmm�
� J.N.
I w
AT Ma wu
:•��:•:
-�
M.N.
No.
REV1s 100 M,
BY
or►?E
APPR
KAE.
ROLL 19;7
FFt 24P9
�CANhE� APR t t AAG:r
•
s
J
Cn
rn
rn
o i
00 Con
�N
°, � `••�
I
x
0
z
v