Approved Plan (Eng)+4 ` gl\
6" WATER METER 2�67�4 1 ]1 �� �Po1
TO BE INSTALLED BY CITY E- WER
12' 12 8
I 1 15LF6"DIPCL52`/
PLANTER
STA: 1+00.00 LIr STA: 1064.55 c Row OF i
"°" 1-6 90 BEND RJ ' PLANTERS
2" WET TAP CONNECTION TO „� �' / / 1 THRUST BLOCK ARi1
EXISTING 12" WATER MAIN. z 41 LF 6 DIP CL52� / / CRAIN CONCRETE
• • f /�// N: 296746.0355 1
N: 296746.4639 �\ 77 LF 6" DIP CL52 / E: 1271306.9548
E: 1271242.4092_ _� W 1 /• f r
I lax � ? IIiI I+ ! �r .'.'I I { ! /1 0 oR<u
r
PUNCHED "X" ME' I\ II III \. `1 1 1 1 0.05 E. OF
3/10/2010 ti15 LF 6" DIP CL52
EMERGENCY WA TRU6K.
CONNECTION, PRODUCT TO BE 5
DETERMINED BY OWNER �1C
� YOR/E
STA:2+90.121-6" TEE (RJXFL)N: 296624.8180
E: 1271317.4638 'SURFACING IN -KIND
STA: 3+00.26
1-6" 22.5° BEND (RJ)
1-THRUST BLOCK
N: 296617.6493
E:1271324.6324
STA: 3+12.08
CONNECT TO BUILDING.
N: 296613.1404
E:1271335.5639
GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
I
GENERAL NOTES
1. WORK SHALL CONFORM TO COE STANDARD PLAN AND SPECIFICATIONS
2. WATERLINE CROSSINGS AT SANITARY SEWER AND STORM DRAIN PIPES SHALL BE
INSTALLED WITH 6" MINIMUM CLEARANCE. IF WATERLINE IS INSTALLED BELOW
STORM/SEWER PIPE, WATER PIPE SEGMENT SHALL BE CENTERED AT CROSSING TO
PROVIDE GREATEST DISTANCE TO ADJACENT JOINTS. IF CLEARANCE IS LESS THAN 12",
PROVIDE STRUCTURAL FOAM PIPE SUPPORT
3. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR.
4. ALL PIPE & FITTINGS 3" & LARGER SHALL BE CEMENT LINED D.I.P. CL 52.
5. A MINIMUM 2 FEET OF LEVEL UNOBSTRUCTED AREA IS REQUIRED AROUND RPBA PAD
6. FOR TYPICAL UTILITY TRENCH SECTION, SEE CITY OF EDMONDS STD. DETAIL GU-400. FOR
TYPICAL HMA AND UTILITY PATCH SEE CITY OF EDMONDS STD. DETAIL GU-410. FOR
CONCRETE BLOCKING FOR WATER PIPE, SEE CITY OF EDMONDS STD. PLANS WA-150,
WA-152, WA-153, WA-154, WA-160B, WA-162.
7. SENSOR NOT REQUIRED FOR RPBA.
8. PRECONSTRUCTION MEETING BETWEEN CITY'S UTILITY ENGINEER, CONTRACTOR AND
THEIR CONSULTANT TO DETERMINE COORDINATION OF RPBA PAD IJN RELATION TO CITY'S
METER VAULT IS REQUIRED.
Ste. -CAN �.
CITY 0 E[)MONDS
BULDI'i\JG DEP/1,RTMENT
WORK p
OWNER 6
APPROVED DATE:
BLDG. OFFICIAL:
F:zF*,MF NUMBED
ENOINEERINC, DIVISION
CITY COPY RESUB
2215 North 30th
Suite 300,
Tacoma, WA 98403
253.383.2422 TEL
253.383.2572 FAX
SEP 2 4 2019
BUILDNG DEPARTMENT
CITY OF EDMONDS
09121YI2019
412
6"-MEiTER
BY COE
410
_
S" RPBA W/ HC
-
TBOX (11.83�, x T)
-
_
408
`-p 41N—
RPBA PER CI
'.OF EDMONDS STD.DETAIL
WA-162
HATBOX PER
:ITY_ OF_EDMONDS STD
iETAIL WA-160B
406
\SPA CINa.B
. .OX-AND_ERCI.T-Y-OF_ED
EENIIQTBPJP
P...
-
\ --
-
i
- - - -
�
404
1-6" 90° VERTICAL
\
402
BEND (RJ)
\
\\
_
J
1-THRUST BLOCK
STA: 1+40.98
\
400
\
1-6" 90' VERTICAL
\,
398
BEND{RJ);
1-THRUST BLOCK.X�3��MINA
396
STA: 1+49.98
\
--
394
392
1-6" 90° BEND (RJ)
390 -
388
386 CONNECT EXISTING-6'WATER MAIN
384 - STA:- 1+00.00
ELEV: 405.93
382 CONNECTION TO EXISTING BY
CITY OF EDMONDS
380 -
378
377
Oq
W W
1+00 1+50
1-THRU-ST..BLOCK
STA: 1 +64.55 1
1.25o VERTICAL
END-(RJ-�
1 THRUST BLOCK
TA:-2+41-40
O
0
O
C�
W
2+00
T-D-DETAIL-.WA160
1-6" 22.5° BEND (RJ)
1-THRUST BLOGK-
14' 45"1 BEND RJ
1-THRUST BLOCK
STA: 2+75.26 j 11-6" TEE (RJXFL)
T `:-2+90.12
i
N
0) O
M M
W W
2+50 3+00
GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
412
410
408
406
404
402
400
398
396
394
392
390
388
386
384
382
380
378
377
N
RESU B
SEP 2 4 7919
BUCLIAN6 oITY OF i]MONDSNT
09/29/20/9
,30tStreet,
Suite
300300, t,
SWEDISH EDMONDS WATER IMPROVEMENTS
Su
Tacoma, WA 98403
253-383-2422 TEL
253.383,2572 FAX WATER PROFILE
II 09/24/2019 1