APPROVED PLANSe_
SFp
6" WATER METER
TO BE INSTALLED BY CITY
1
STA: 1+00.00-
2" WET TAP CONNECTION TO
EXISTING 12" WATER MAIN.
N: 296746.4639
E: 1271242.4092
t
1
'1
TE
0� BA
Z§67`4 71
�- ,12' 12�7.8?48 I II
15 LF 6 DIP C L5 2//
/ STA: 1 +64.55
a / Ise 1-6" 90° BEND (RJ)
41 LF 6" DIP CL52i // 1-THRUST BLOCK OWN
l 77 LF 6'� IP CL52 / /�/ N: 296746.0355
/ E: 1271306.9548 �ARD
OFRtAI
8 (I PROVIDE
EL CTRICAL/ /p//
CONDUIT / p
1 F r ri0 BOX/ / //
34L
DIP CL52
101 a SF 1N
J
STA + 6 ' cI *T+ 1,
1-6" 45° BEN -(RI
1-THRUST BLOCK
32
N: 296635.70
FOUND CONC. MON 1
1.5- BRASS mSK ",
E: 12713
PUNCHED 'X' IN CA
p06.95481
3/1 E. of SEC. LI
3/In/?olo ee
WATEK
15 LF 6 DIP CL52
.. � 6'DIP
I RUb -
ca4 \ o
STA:2+90.12 Vim\
1-6" TEE (RJXFL) °
CONNECTION, PRODUCT TO BE 5 LF 2" DIP CL52rj
DETERMINED BY OWN Rl 10 LF 6 DIP CL52 7
6N';12 LF 6" DIP CL52
EFS
`\ PELCNAIR 1 kJBRAM
I I
PLAFlTcR
CO�C
RE.r ROW OF I
PLANTOS
CONCRE_ /
�iL l
N: 296624.8180 RESTORE ALL
,E: 12713,17.4638 /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
INSPECTOR'S COPY
SL\-::) a 0 19 i0-7y
N
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. (_ o__,v_ -VVL� y e -Az-0
C,C a � LL-°
44 :0 -' -I I 'cylZ10 a
ENGI
2215 North 30th Street,
- - ICITY IEEE DM0N
BUILDING DEPA.RTMENT
WORD b k
ADDRESS QI 111 :2
OWNS-R
APPROVED DATE:
BLDG. OFFICIAL: -
i ER M1 1 T N U M B E IC-1
G DN48 N
NOTFFFF�L
OPY RESUB
SEP 2 4 2019
BUIL )WG DEPARTMENT
CITY OF EDMONDS
09/19/1019
Suite 300. SWED_ISH EDMONDS WATER IMPROVEMENTS
Tacoma, WA 98403 -
253.383.2422 TEL
253.383.2572 FAX III WATER PLAN
19