HomeMy WebLinkAboutW-411103ti
N
QQ
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
I
5'x5'x6" THICK CONCRETE PAD AR
EXPANSION JOINT AT
BACK OF SIDEWALK
fCONCRETE SIDEWALK
OR PLANTING STRIP MIN. 18" TO 20" BEHIND BACK OF
36" MIN
COVER
3'
CONCRETE J
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
1
�6
CUT
�- TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK
1
6�1?6" CONCRETE PAD
FI LL
HYDRANT LOCATION IN CUT OR FILL
Y STD. PLAN - 310.1
PUBLIC WORKS FIRE HYDRANT ASSEMBLY
DEPARTMENT
INTO MARCH 2O10
w
z
�J
Q�
I w
ww
0
010
1r DIRECTION OF FLOW
= w -
3„
11� o (MIN.)
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
X
Q 3"MAX.
z .0 z
0 0
r� r�
6"MIN.
wog o
O
TO ITY
�
METER STACKED METER SECTION\-6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y
PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
ANT
o. RESIDENTIAL FIRE SPRINKLER MARCH 2O10
MARKER MARKER
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
11 MARKER
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
HYDRANT MARKERS
4"
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
e t
o
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
T
o
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
Y STD. PLAN - 310.3
•�° PUBLIC WORKS
DEPARTMENT HYDRANT MARKER LAYOUT
MARCH 2O10
A A
PLAN VIEW
WATERIA
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12" MIN.
18" MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
12"
1/8" MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T
38"
62"
�Ilill I i�
T=
24"
VALVE MARKER POST
WHITE POSTI
PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
MARCH 2O10
11-1/4' BEND
=111111qd�
22-1/2' BEND
TEE
/I4�-
45' BEND
YA
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
TO
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
fi"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
1 16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
5.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
2D.D
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12'.
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BE.
REA REFERS TO
4CE OF BLOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
�' °� CONCRETE BLOCKING FOR STD. PLAN- 330.2
+ �a PUBLIC WORKS
�� HORIZONTAL AND DOWNWARD
f - DEPARTMENT VERTICAL BENDS MARCH 2O10
-To'
CIVIL ENGINEERING Pz
LANDSCAPE ARCHITECTURE W
PLANNING
DESIGN SURVEYING
"111111I c4w �O W
CORE JOB NO 18227 V
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W
2/3/23 (DESIGN ONL`I') Rk
IN COMPLIANCE WITH CITY OF RENTON STANDARDS QQ�
O
v
o�
W-4111 03w-v
W
SURVEYED: SCALE: DATE:
ROBERT WEST HOR VERTICAL- ;98 ;,99, `(/DD/E RESEARCH DAYCARE CENTER MAR. 2020
DESIGNED: CITY OF J123 NE SUNSET BL l/D nELDBOOK:
GINA BROOKS O
DRAWN: RENTON RENTON, WA 98056 PAGE:
DA AID VAUGHN ONE INCH DATU M • DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C5.32 Q
GINA BROOKS IF NOT ONE INCH WATER DETAILS
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 17 OR21
GINA BROOKS