HomeMy WebLinkAboutR-438835PAVEMENT PATCH AND
FULL LANE OVERLAY
PER COR STD DTL 110.1
00 00
00 00
C'7 CY)
~ C)
N
LU
o:
�06
ON
�I U?
o
Qw
U O
U z
10
O �
i
rn
00 U)
O �
� rn
N �
N CD
0
It
N N
0 cA
a
U_
REMOVE EX 10" GATE VALVE
AND 10"X6" REDUCER.
INSTALL 10" BLIND FLANGE
ON EXISTING CROSS (EAST
SIDE)
N 1 ° 27' 14"E
°stop, 300.84'
11
P I : 15+46.08 -\
P�' log
N77° 27' 51"E664�
546.08' -
30
28
26
24
22
20
18
16
14
0
W
EXISTING WATER MAIN,
SEE COR RECORD
DRAWING W-306804
EXISTING WATER MAIN,
SEE COR RECRD
nRA\A/IN(, \A/- Ql7n7
)vv
i •'
J�.,
. . . . . . . . . . . . . . . . . . . . . .
BLOCK.. '�•�.�,'•'•�•.�•.�,'•'• •.�,'•�'•�.�•'
21 +00
R TRH �STN ..:.'.'• ..'.. ;
tit.'.
SF OHU
T.
OHU
STA: 15+
30.46
CUT IN T
EE TO EX 10" WATER
X 12" STORM
.
MAIBOT
PIPE:18.51
_
=ORCES
TOP WATER: 16.17
STA: 18+29.74
EX GAR
LINE
BY CITY
STA: 19+57.66
(1) 10" T
E (FL)
•1-1
'x6" TEE (FLXFL)
'EX
" STORM
BOt PI
r
E: 19.31
1- 45° 12" BEND (MJ)
"
TER
EX GAS LINE
BOT PIPE:
€GAS r
1-6" GA
1-CONC.
VALVE (FLxMJ)
BOT PIPE:
19.33
Tr)P XA/,ITF=R-
17 79
TA: 19+62.09
(1) 10" SLEEVE
(MJ)
THRUST BLOCK
TOP WATER:
17.58
(1) 10" GATE
VALVE (FL x M)
TOP WATER: 16.14
BOT PIPE: 18 31 R
CONNECT HYDRANT
TO NEW TEE.
- 45° 12" BEND(MJ)
TOP WATER: 16.36
(1) 10" x
MJ)
EX POWER CONDUIT
EX POWER
ONDUIT
EXISTING GRADE
- -
2" REDUCER (FL
T ROAD CENTERL
NE
.
BOT PIPE: 18.26
BOT P
PE:. 18.35
1
12" STORM
POWER CONDUIT
- - - -
TOP WATER,• 16.10
- - - - - - - - -
T
TOP WAI
ER: 16.77
- - - - -
- - - - - - - - - -
- - - - -
_ _ - - -
15 LF 12" DI CL52
- - - - - -
- - - - -
- - - - -
- - - - - -
- - - - - -
- - - - -
WA I ER MAIN (FTBUCT-
STA: 19+77.08
EX
273
WATER MAIN
128 LF 12" DI CL52 4.
5'
BCT
PIPE:17.01
(PUBLIC)
CONNECT TOE STING 12" TEE
TOP
WATER: 15.5
WATER MAIN (PUBLIC)
CONTRACTOR TO COORDINATE WITH
CITY OF
RENTON FOR REMOVAL OF EXIST
NG
O O
92,
11
CAP/PLUG AND OTHER ASSOCIAT
D FITTINGS.
5
SEE COR STD PLAN 300.4 FOR- CONNECTION
-
6 LF
2" DI CL52
DETAIL
EXISTING GRADE ELEVATION AT ROAD
CENTERLINE
WAT
R MAIN (PUBLIC)
N
N
LO
cD
r-
00
00
00
00
r`
LO
cD
r-
r`
r
Cn
n
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
W
CD
CD
C
CD
CD
CD
CD
CD
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
15+50
DEFLECT WATER PIPE 2.5°
STA: 15+76.52
MANUFACTURERS RECOMENDATION: 5°
MAXIMUM DEFLECTION ALLOWED: 2.5°
KEYNOTES
16+00 16+50
DEFLECT WATER PIPE 2.0°
STA: 15+84.52
MANUFACTURERS RECOMENDATION: 5°
MAXIMUM DEFLECTION ALLOWED: 2.5°
0POWER/COMM LINE CROSSING, CONTRACTOR TO POTHOLE
AND VERIFY DEPTH PRIOR TO CONSTRUCTION.
O2 STORM CROSSING, CONTRACTOR TO POTHOLE AND VERIFY
DEPTH PRIOR TO CONSTRUCTION.
3O GAS LINE CROSSING, CONTRACTOR TO POTHOLE AND
VERIFY DEPTH PRIOR TO CONSTRUCTION.
O4 CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING WATERMAIN ELEVATIONS
PRIOR TO CONSTRUCTION. IF ELEVATIONS DIFFER FROM APPROVED PLANS, THE
ENGINEER OF RECORD AND CITY OF RENTON SHALL BE NOTIFIED IMMEDIATELY
0 v
0
Know what's below.
Call before you dig.
�VO��+ T. WASgIF�xrj
pg <
��y72
�ECISTv,
sjorr��
5/15/2026
17+00 17+50 18+00 18+50
SW 12TH ST PROFILE
SCALE; H:1" = 20', V:1" = 4'
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
WATER UTILITY NOTE
1. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END
(S) SHALL HAVE A WEDGE -TYPE RETRAINER GLAND EQUAL TO
MEGALUG SERIES 110
2. 12-INCH WATER MAIN SHALL HAVE A MINIMUM OF 4-FEET OF COVER
AND A MAXIMUM OF 6-FEET OF COVER.
19+00 19+50 20+00
DEFLECT WATER PIPE 0.7°
STA: 19+48.67
MANUFACTURERS RECOMENDATION: 5°
MAXIMUM DEFLECTION ALLOWED: 2.5°
N
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
20+50
30
28
26
24
22
20
18
16
14
21+00
00
C)
O
N
u
�,
T
T
C)
C)
N
a
D
J
W-438807 R-438835