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2" OPEN PATTERN, RETURN BEND — 180'
2" GALVANIZED IRON PIPE FIELD
LOCATE
2" 90' ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
2" UNION
2" BEEHIVE STRAINER
SHORT NIPPLE
2" CLOSE NIPPLE
2, x2-'x2• TEE ---
2" UNION
17"x3O" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE
18"
IRON DIAMOND PLATE. 18"01" MSCBC 173OR
2" BRONZE GATE VALVE, SCREWED EQUAL
TO RED —WHITE VALVE CORP. FIG NO. 290
I 2" RESILIENT SEAT GATE VALVE WITH
THREADED ENDS
2" 90' BENDS
2-2" BRASS 90' BENDS WITH CLOSE
NIPPLE BETWEEN BENDS
2" GALVANIZED IRON PIPE TO FIT
CLOSE
12" MIN. 2NICORPORATION STOP 90' BEND,
I.P. THREAD TO COPPER, EQUAL
�—
— TO FORD FS SOD.
2" TYPE K SOFT
COPPER TUBING TO FIT
DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO-
2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
WASHED GRAVEL. PASSING
IPS TAP TO FIT, EQUAL TO MUELLER CO.
1-1/2" AND RETAINED ON
AIR AND VACUUM VALVE 2" ASSEMBLY
1/4" MESH FOR DRAIN
APCO NO. 1452C OR EQUAL.
N OTE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER SOX OUTSIDE OF TRAFFIC AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
PUBLIC WORKS 2" AIR & VACUUM RELEASE STD. PLAN — 340.4
DEPARTMENT ASSEMBLY
FILE NAME
c:\pwworking\nai\_x_grimando\d0321992\C881
TIME
10:35:03 AM
DATE
3/14/2017
PLOTTED BY
GRImando
DESIGNED BY
B. HELSLEY
ENTERED BY
G. RIMANDO
REV 0 -RE
CHECKED BY
S. MESIC
REV B -Fit
PROJ. ENGR.
C. CHEN
REV A - PR
REGION I STATE
NO.
10 WAS
JOB NUMBER
12/22/16 CONTRACT NO.
11/21/16 C8811
DATE BY
FED.AID PROJ.NO.
LOCATION NO.
3/14/17
DATE
REQUIRED PAVEMENT RESTORATION.
PER CITY OF RENTON STANDARDS
a Z
vs
12" MIN '
SAWCUT (TYP)
r EXISTING PAVEMENT
NEAT -LINE TRENCH (TYP) WHEN
DEPTH IS LESS THAN 4 FT.
"CRUSHED SURFACING" PER
STD SPEC 9-03.9(3).
COMPACT TO 95% MAX.
DENSITY.
'a '\i\\i/\
COMPACTED BEDDING
GRAVEL PER SECTION
/\\�\ 9-03.12(3), "GRAVEL
\\�\ BACKFILL FOR PIPE ZONE
BEDDING", OF THE WSDOT
\�i\/\i\\\�
i\��\\�\\\\i\\
STANDARD SPECIFICATION.
SEE NOTE 1
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE:
*36" FOR PIPE UP TO AND INCLUDING 18" NOMINAL DIAMETER.
*LD. PLUS 18" FOR PIPE LARGER THAN 18" NOMINAL DIAMETER.
2. EXCAVATIONS OVER 4'DEEP SHALL COMPLY WITH THE SAFETY
STANDARDS DESCRIBED IN CHAPTER 296-155, PART N OF THE
WAC.
TYPICAL TRENCH DETAIL
AS -BUILT
MAW
/
A
Washington State
Department of Transportation
ATKjNs0N
R �1RR 141017 �p�
EL&IISEOFpgCOrySTRUC
0 %-8121
PLAN REF NO
1-405 / SR 167 INTERCHANGE UTD11
DIRECT CONNECTOR
SHEET
257
OF
88 WATER DETAILS
SHEETS