HomeMy WebLinkAboutWTR2703224.1RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
STA 173+50t 20' LT (B-LINE)
PROVIDED BY THE CITY OF RENTON AND/OR ITS
CONNECT TO EXISTNG 8" WATER LINE
CONSTRUCTION CONTRACTOR. BERGERABAM
SEE CONNECTION DETAILS
16" X B" TEE (MJ X FL)
ASSUMES NO LIABILITY FOR THE ACCURACY OF
8" GATE VALVE (FL X MJ)
DETAIL
STA 175+87 20' LT (B—LINE)
'
THIS INFORMATION. ' w �',f- —1/V
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16" VERTICAL CROSS (MJ X FL) SEE
STA 176+36f 15' LT (A —LINE)
8" 90' BEND (MJ X MJ)
16" 11Y4' BEND (MJ X MJ)
CONNECT TO EXISTING 12" WATER
CUT AND CAP EXISTING 8" WATER
CONCRETE BLOCKS
SEE DETAILS ON DRAWINGS �� & 3
'�
CONCRETE BLOCK
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11
SEE CONNECTION DETAIL
12" X 12" TAPPING TEE (MJ X FL)
12" GATE VALVE (FL X MJ)
12" X 16" INCREASER (PE X MJ)
NOTE LEGEND:
SS
P -(
16" 22Y2' BEND (MJ X MJ)
Y4°
16" 11 BEND (MJ X MJ)
CONCRETE
CONTRACTOR SHALL POTHOLE AND
p Vas
BLOCKS
SEE DETAIL ON DRAWINGz
VERIFY ACTUAL HORIZONTAL AND
VERTICAL LOCATION OF ALL
V,
"
EXIST 72 x44
- -
STA 174+35 20 LT (B-LINE)
�� ` - s -
� -
EXISTING UTILITIES PRIOR TO
INSTALLATION OF NEW WATER MAIN.
ARCH PIPE
16" X 6" TEE (MJ X FL)
—_
REMOVE EXISTING
HYDRANT ASSEMBLY
6" GATE VALVE (FL X MJ)
FIRE HYDRANT ASSEMBLY
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�__
__
-
VERTICAL BENDS AND BLOCKING
SHALL BE INSTALLED TO CLEAR
=�
(12" BEHIND CURB)
\7
--
CONFLICTS WITH EXISTING AND
CONCRETE BLOCK
PROPOSED UTILITIES.
00
NEW WATER MAIN SHALL BE
SD SD SD
- So- -
-
INSTALLED WITH 5' TO 7' OF COVER
E
EXIST 8" WATER TO BE ABANDONED
TO CLEAR CONFLICTS WITH EXISTING
��
EXIST 12 RCP
±237 LF — 16"
D.I. WATER
tss
AND PROPOSED UTILITIES
EXIST 8" WATER TO REMAIN
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cn
LF _ 16" p r
o
00
B—LINE DUVALL AVE.
NE
R
_
[B—LINE
I
173+00
-} -
174+00
- - ---�-
175+00
-LLJ
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rPAFFic
---�----
- 176+00 O `
- - - - -
177+00
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A —LINE `
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EXIST 48" CONIC
CULVERT
A
-
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EXIST 8" WATER TO BE
,
ABA ONED Q
Q
EXIST 8" WATER TO BE ABANDONED \
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UPF
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ASPHALT
-
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STA 176+72f 23'
INSTALL 12"
LT (A—LIN
10 0 10 20
"=10'
VERT. Pvc
�,
PLUG
(MJ) AT
1
MP c�EE
EXISTING 12" X 12"
CROSS
VERT scale feet
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°
;'�
CUT AND CAP EXISTING
CONCRETE BLOCK
8" WATER
)F aP
20 0 20 40
r
1 20'
DI DI -
HORIZ scale feet
WATER MAIN
IMPROVEMENT PLAN
— SCALE: 1 "=20'—O"
173+00
174+00
175+00
........... .......
176+00 176+60
................. ........ ....... ..................
....... ......
........ ..... ............
408 : CONNECT
TO EX. 8"WATER
CONNECT TO
EX. 12"WATER
�.... .........................
._._ --- SEE DETAILS
GRADE CENTERLINE GRADE
APPROX.:
-- y—
TEL/TV CONDUITS
.
................... --..
.....................
,.......... .......... ..........
NEW 24"SD
0
................... ..-.
..............................-.
.................................
NEW 12"SD
0 EX. 8" W
INV. t 402.06
MAINTAIN 12"
INV. t401.20
MAINTAIN 12" EX. 8"SS NEW 15"SS 0
INV. 400.81
400 —
................ X. 8 WATER ... .
CLEARANCE
..................CLEARANCE......
............. INV. 400.81
.• 160- 11 j' BENDS (MJ X MJ)
W/ VERT. CONC. BLOCKS
f
310 L.F. - :16" DIP-CL 52-W/POLYWRAP
:::::....' SEE NOTES
396
.
............... .................. .................
........
............ ...........
EXIST. 48"SD
392 :
INV. ±390.78
TOP. f395.28 .........
........ .
W 322401
RECOMMENDED FOR APPROVAL
SURVEYED:
�'
»_ � HomzoNrAL: NAD i»a3/Iasi �•
DESIGNED: 1 20 '� ND 19 •. -
AG
6 03 09
CITY OF NE SUNSET BOULEVARD (SR 900)/ DATE: / /
DRAWN.
=�
RENTON DUVALL
AVE NE INTERSECTION ALE:
MAB
DATE
ONE INM I DATUM
AT FULL SCALE SCALE
ac NOT ONE INCH
Planning/Building/Public
Works Dept.IF
DRAWING NO:
WATER MAIN IMPROVEMENT W-1
NO.
REVISION
ALE ACCORDINGLY
BY DATE APPR APPROVED: SCALE
SHEET 10F 1 SHEET: °F,30
29
/ as, Soued on Tue Jul 0.? 2009 of 1;'. 07AIV by AngeLmonloluo File Nome. O.I FederolWoyI20041 FAPWT-04-031 I C,40D I dwgs I Chonnelizofion I W-01.
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