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8" MIN. ORGANIC TOPSOIL TOPSOIL
PER KCC 16.82.100
PIT RUN 3" MINUS
3' MIN. 95% COMPACTON CRUSHED ROCK
5/8"-1 1/2"
NATIVE MATERIAL IF
APPROVED BY PIT RUN 3" MINUS
DISTRICT AND 90% COMPACTION CRUSHED ROCK
PERMITTING AGENCY 5/8"-1 1/2"
12" MIN. 90% COMPACTION
SAND -SOIL ENGINEER APPROVAL
& COMPACTION TEST REQUIRED
PEA GRAVEL
5/8" MINUS CRUSHED
6" lMIN.
1
2"-4" ROCK OR
SOILS ENGINEERING90% COMPACTION OTHER MATERIAL
DETAIL NEEDED I LISTED ABOVE
NOTES:
1. BEDDING REQUIRED IN RIGHT—OF—WAYS,
DRIVEWAYS, PARKING LOTS, PAVED
AREAS, AND NON —PAVED AREAS.
2. BEDDING FOR RIGID PIPE SHALL BE
NATIVE MATERIAL UNLESS JUDGED
UNSUITABLE BY THE DISTRICT AND
PERMITTING AGENCY.
3. TRENCH BACKFILL, BEDDING AND
MATERIAL TO CONFORM TO PERMITTING
AGENCY SPECIFICATIONS AND DISTRICT
STANDARDS.
TRENCH WIDTHS (IN
INCHES)
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
TYPICAL TRENCH DETAIL
(OUTSIDE ROADWAY)
REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED
MAY 17, 2011 NTS GregoryG. APRIL 18, 20:
FILE NAME
s-,?a nwr, DWG. NO. , S-29
PROPERTY LINE OR
ESMT. LINE
Nl-
PAD
FIRE HYDRANT IN CUT
1R"
FIRE HYDRANT IN FILL
FIRE HYDRANT LOCATION
IN CUT OR FILL
NIA
6" THICK CONC.
PAD
HYDRANT RUN:
1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT.
A. 6" DI PIPE WITH MECHANICAL JOINTS (MJ). ALL MJ
SHALL BE RESTRAINED WITH MEGALUG OR APPROVED
EQUAL.
B. OR 6" DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS WITH
ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE
RODS, NUTS AND BOLTS AFTER INSTALLATION.
C. HYDRANT RUNS OVER 1-PIPE LENGTH SHALL USE FIELD
LOK GASKETS OR APPROVED EQUAL.
D. OR 6" DI PIPE, FLANGED (SHORT RUNS ONLY).
HYDRANT:
1. SHALL BE CLEANSED & PRIME COATED WITH HEAVY DUTY
BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS
SHALL BE PAINTED YELLOW. TWO TOP COATS SHALL BE
OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL.
2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE
FROM HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS.
3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT
(18" RADIUS). SLOPE AWAY W/ BRUSH FINISH.
4. INSTALL STIMSONITE MODEL 88-A BLUE REFLECTIVE
PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF THE
CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE
WITH THE HYDRANT.
5. PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH
STORZ ADAPTER. REFER TO DESIGN AND CONSTRUCTION
STANDARDS FOR DETAILS.
* NOTES:
1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE
NECESSARY IN CUT OR FILL AREAS.
2. NO GUARD POSTS.
18"
RTICAL—
/4" RAKE
6" THICK -
CONC. PAD
6" MAN
3" MIN.
FILTER FABRIC
(ALL AROUND)
5-INCH STORZ ADAPTER
j
FACE OF VERTICAL
CURB
= TYP.: 6' TO 9'
MIN.: 3'-0"
18"-24" CAST IRON
VALVE BOX W/ LID
MARKED "WATER"
.I ao
SERIES 940E OR AS
APPROVED BY DISTRICT
SIDEWALK
I
CL 52 6" D.I. PIPE
GATE VALVE
CONCRETE
THRUST BLOCK
3 < 1/2 YARD 1 1/4" 4"x8%16" MIN.
o F WASHED ROCK CONCRETE BEARING BLOCK
cr
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT PLAN VIEW
FIRE HYDRANT ASSEMBLY
VERTICAL CURB
REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED
DECEMBER 1, 2022 NTS GregoryG.RAP.E. APRIL 27, 2023
FILE NAME W-5.DWG DWG. NO. I W-5
25002557
BULLETIN 1
a N44
e2025/06/25[�
-
0. REVISION
CORPORATION STOP
FB500-6—NL 1 1/2" MIP X MIP OR
FB500-7—NL 2" MIP X MIP
BALLCORP CORP STOP
NO —LEAD FORD
TRACER WIRE
ROMAC 202-S 90 DEGREE STREET
STAINLESS STEEL ELL BEND
STRAP SADDLE WATER SERVICE
(IPT) AL IPS SIDR-7 250 PSI
FPOLY PIPE
IIIIIII III PE 4710 ASTM D-2239
PIPE WITH FORD NO. 74 OR
75 STIFFENER INSERTED IN
END OF PIPE
,� 90 DEGREE STREET
ELL BEND
CLASS 52
DUCTILE IRON
WATER MAIN
I
CORPORATION STOP
q WATER MAIN
01 AAI
COMPRESSION PACK JOINT
FORD C-16-66—IDR7—NL 1 Y2" FIP X PEP
OR FORD C-16-77—IDR7—NL 2" FIP X PEP
PACK JOINT COUPLING
NO —LEAD FORD
TRACER WIRE
PACK JOINT
WATER SERVICE
STIFFENER INSERT
DEGREE STREET
BEND
ROMAC 202-S
STAINLESS STEEL
STRAP SADDLE
(IPT)
ELEVATION
NOTES:
1. SERVICE LINE FITTINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING TO C800. DO NOT BACKFILL UNTIL ALL FITTINGS HAVE BEEN
INSPECTED BY THE DISTRICT.
2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SIDR 7, PE 4710
(POLY PIPE) WITH 14 GAUGE SOLID CORE COATED TRACER WIRE. STRIP END AND
CLAMP TO SADDLE.
WATER SERVICE CONNECTION
1-1/2 INCH AND 2-INCH
REVISION DATE SCALE I DISTRICT APPROVAL DATE APPROVED
APRIL 11, 2023 NTS GregoryCG. HA P-F- APRIL 27, 2023
FlLE NAME
w-gn nwr" DWG. NO. I W-20
3" MIN. — 4" MAX. FROM INSID
FRONT WALL OF METER BOX
1" METER SETTER
FORD NO. VBB94-15W-11-44ZA—NL
CORPORATION STOP
FB500-4—NL 1" MIP X MIP
BALLCORP CORP STOP
NO —LEAD FORD
TRACER WIRE
GRIP JOINT COUPLING
C16-44G—NL 1" FIP X PEP
NO —LEAD FORD
1" IPS SDIR-7
250 PSI POLY PIPE
STIFFENER INSERTED IN END OF PIPE
SINGLE SERVICE
NOTES:
1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE
DISTRICT.
2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS,
HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF T
3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF N
ASSEMBLIES.
3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER (V
STANDARD DETAIL W-18. C)
4. FIBER WASHER TO BE USED IN DOUBLE PURPOSE UNIONS.
LO
5. 1" METER SETTER TO BE USED FOR %" X 3/4" METERS WITH ADAPTERS. DISTRICT TO N
PROVIDE ADAPTERS AT THE TIME OF METER INSTALLATION. r ,
6. INCLUDE 14 GAUGE SOLID CORE COATED TRACER WIRE FROM WATER MAIN TO METER I v
BOX. INCLUDE 2—FT OF ADDITIONAL WIRE IN METER BOX.
METER SETTER
DETAIL
REVISION DATE I SCALE DISTRICT APPROVAL DATE APPROVED
APRIL 17, 2023 NTS Gregory G. RA P.E. APRIL 27, 2023
FlLE NAME W-16.DWG DWG. NO. I W-16
R-436209
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TB 6.24.25 SURVEYED: SCALE: VERTICAL: NAVE) 1988 DATE:
HORIZONTAL: NAD 1983/1991 AlOW41116 6/24/25
DESIGNED: CITY OF CH I POTLE 108TH AVE SE FIELDBOOK:
RENTON
DRAWN: PAGE:
VR
ONE INCH DATU M VAS• DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE DETAIL SHEET 2 C7.1
INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
12 15