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RIGID 19 FLEXIBLE
(D.I., CONC.) (CPEP, CMP, PVC)
SUBGRADE ELEVATION
BACKFILL PAVED AREAS AND WITHIN R.O.W. BANK RUN
GRAVEL FOR TRENCH BACK FILL, WSDOT 9-03(19)
95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE PIPE AS SPECIFIED
MATERIAL MAY BE USED IF IT MEETS THE ON PLANS
REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION '
CAN BE ACHIEVED AS APPROVED BY THE
GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS
NA11VE MATERIAL OR GRAVEL BACKFILL FOR PIPE d d
BEDDING, 90% COMPACTION, 12" MAXIMUM LIFTS.
4 R
o o
�x
4
o 4" MIN.
s :.. GRAVEL BACKFILL FOR PIPE
..
.-.•��� `��
" n` ZONE BEDDING PER WSDOT
I.D. + 30 d 9-03.12(3), 95% COMPAC11ON
I
BEDDING
8c BACKFILL PIPE IN TRENCHES
NOT TO SCALE
LEVEL UNE
O � O
p
O
SIX EVENLY SPACED HOLES
ON 10 3/8" BOLT CIRCLE
FOR BOLTING TO FLANGE
CONNECTION.
HANDLE WITH
LOCK PIN.
ADJUSTABLE LOCK
HOOK WITH LOCK SCREW.
1" ROD OR TUBING,
VARIABLE LENGTH.
O
0
SEE NOTE 5 LIFT HANDLE
UFT HANDLE SHALL BE
ATTACHED PER MANUFACTURER'S
RECOMMENDATIONS.
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26—ZG-32a OR CAST
IRON ASTM A48 CLASS 30B AS REQUIRED.
2. GATE SHALL BE 8" DIA. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE),
WELDING, OR OTHER SECURE MEANS.
4. UFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE
FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR
UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE
MOVEMENT, STOP TAB, OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND
GATE FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA. STAINLESS STEEL..
SIDE MAXIMUM OPENING
OF GATE
SHEAR GATE DETAIL
NOT TO SCALE
41
NO. [REVISION
FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 529, 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/PRESERVATI VE
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.
------MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5`x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
2" BACK OF SIDEWALK
CONCRETE SIDEWALK
-OR PLANTING STRIP
°ov °' ' IDIa •"y 'r •. q•+u'�...,r4 '. .+.° lam; .r.oa, a:
• Tey?•. n(':ar bd: b.o o4
\wr�
36" MIN
COVER
o•:a•;Q, c
CONCRETE
THRUST BLOCK
15" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
�— 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
a � MIN 3° RADIUS
ONE MAN ROCK
A'
s
TE PAD 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS
HYDRANT ASSEMBLY
<.�•` s '` DEPARTMENT
-y MARCH 2010
NOTE: ONLY WORK REQUIRED TO INSTALL THE CONCRETE PAD SHOWN BY THE DETAIL IS REQUIRED.
1 FIRE HYDRANT ASSEMBLY
NOT TO SCALE
HMA CLASS 3/8", PG 64-22
N
CRUSHED SURFACING BASE
COURSE PER WSDOT 9.03-9(3)
\ \�\\\� COMPACTED
� /� ��\ .�\ /�. ��\ N SUBGRADE TO 95%
NOTE : ALL DEPTHS SHOWN ARE COMPACTED DEPTHS
ASPHALT CEMENT PAVEMENT SECTION
NOT TO SCALE
SURVEYED:
DESIGNED:
W. FIERST
DRAWN:
M. STEWART
CHECKMW. FIERST
BY DATE APPR wP p. GAVIN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE AOCORDINGLY
BID SET
vaurl - Mw Im
SAL NAD 1I/ 101
DATUM
CLASS 4000 CEMENT
CONCRETE PAVEMENT
d ,,,�"� ,.. a•
4"1
e
° CRUSHED SURFACING BASE
?�- COURSE PER WSDOT 9.03-9(3)
\\ \\\\ \\ 12 COMPACTED
SUBGRADE TO 95%
NOTES:
1. DEPTHS ARE COMPACTED THICKNESS
2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED
JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT
INTERVALS
3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6
FOOR INTERVAL
CEMENT CONCRETE SIDEWALK SECTION
NOT TO SCALE
WHITE LETTERING WITH
3" BRUSH STROKE
4" RED STRIPE
IRE LANE NO PARKINQ
NOTES:
1. PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS.
FIRE LANE MARKING.
NOT TO SCALE
R-3 641 19
Checked for Compliance to City Standards
A6 I ff CITY OF
INA
RENTON
Planning/Building/Public Works Dept.
23467
is
SsjONAL �
N0110E TACOMA SEATTLE
�P F" � ,'AME 'P MUnm 2215 North 30th Street, Suite 300, Tacoma, WA 98403
OWMW WO DOM%DT IS FOR g
1HIS =UK DW WT DINUIE 1101 IN253.383.2422 TEL
°NL„o S NO M M MO` 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
ADM ON TO THAT PRNECT OR FOR ANY OTHER PROSECT. 206.267.2425 TEL
DATE:
NELSEN MIDDLE SCHOOL SITE IMPROVEMENTS APRIL 2013
RENTON SCHOOL DISTRICT Fl°�°M.
PAGE:
DETAILS C
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