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<T�HG ENGXX4
-RE 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 8" MECHANICAL
JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4PUMPER
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. 57BO-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
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" ■ 5" STORZ
5'KS'W THICK CONCRETE PAD AROUND
HYDRANT, FINISH TO MATCH SIDEWALK
�e EXPANSION JOINT AT
2.1 BACK OF SIDEWALK
-CONORETE SIDEWALK
I '0PLANTING STRIP
36" MIN
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
CONCRETE -� l
THRUST BLOCK 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.
115 x 8" x 4' MININUM �;�2 YARD OF 1-1/4" WASHED DRAIN ROCK
CCONCRETE BEARING ABOVE BOOT FLANGE. PLACE 8 MIL
a.00K UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
-- - LEVEL ALL GROUND LEVEL ALL GROIN'
MIN 3' RADIUS MIN 3 RAOIU°.
ONE MAN ROCK L
®. 6" CONCRETE PAD I, CONCRETE PAD
-4
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
e PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
MARCH 2O10
INSTALL SIGN PER
CBC 11296.4
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RESERVED
PARKING
(WHITE)
(BLUE)
12"x 18" SIGN
STATE DISABLED PARKING
PERMIT REQUIRED
TEXT ACCORDING T
LOCAL JURISDICTIO
VAN
REQUIREMENTS
ACCESSIBLE
MIN. FINE
$250
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
FMARKEI, rMARKER
1�
_'NO LANE ROAD UFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED
DOTS OR PAINTED LINE) ON THAT MAIN STREET
MARKER
t4nFKrc
4
FOUR LANE ROAD OFFSET
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
PAINTED LANE DIVIDER)
HYDRANT MARKERS
7
fAmmm
-► 4'
RAISED PAVMEINT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
( PUBLIC WORKS �• PLAN - 310.3
Ill 4O• DEPARTMENT HYDRANT MARKER LAYOUT
MARCH 2O10
STENCILED SIGN
HEIGHTS ACCORDING TO LOCAL REQUIREMENTS
IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC,
LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
WALKING SURFACE
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
2" 0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0"
MARKING DETAIL (Accessible Parking)
NOT TO SCALE
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
�1 SAD
�F WAS//
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AL
11-1/4- BEND 22-1/2' BEND 45' BEND
CAP
TEE 90' BEND
R
i
11
•gyp THRUST BLOCK BE-NG
AREA REFEtiS TO THE
FACE OF BLOCK MEASURED
IN SQUARE FEET
1�LOC`ATON 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. I DAY- PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
A. 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
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS
MARCH 2O10
F1.
I
THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
RM SILT OR
SOIL FIRM SILTY SANG COMPACT SAND CCNPACT SANG k GRAVEL
90' 45' BEND 11 1/4' 90' a5' BEND 11 1/4' 90' 15' BEND 11 1/1'
FITTING BEND TEE CAP OR PLUG h 22 1/2' BEND TEE CAP OR PLUG k Z2 1/2' BEND TEE CAP OR PLUG B: 22 1/2'
BEND BEND BEND
4 7.0 4-2 4.2 1.7 2 9 21 2.1 /.0 2.2 1.6
B 13. 9.4 9-a 8 6.7 4,7 4.7 1.9 5.0 3.5
B 23.3 ifi.7 18.7 e. 11. 8.4 8 4 3-4 B.B fi.3 fi.3 2.5
12 53.0 37.5 }7.5 15.0 26.5 'Be.1 7.5 20.0 14.0 1L.0 5.6
AREAS CALCVLATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12-.
4'-0" MIN. COVER FOR WATERMNN 12" OR GREATER,
MAX. HOGHT OF THRUST BLOCK (Ft) = D,5 . DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
3/8"
3/8"
3/4"
N
11(
to i
N
N
s" WHITE PAINT FIGURE
13-0,0
PAINT
-� CONTRASTING
BLUE
BACKGROUND
WHITE BORDER
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS
DRIVE,CENTERED ON PARKING SPACE.
C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND.
INTERNATIONAL SYMBOL OF ACCESSIBILITY
NOT TO SCALE
1 REVISED PER ASBUILT DRAWINGS
NO. REVISION
SURVEYED:
DESIGNED:
DRAWN: ZTW
ZTW
ZTW 2 16 20 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOT EXCEED 2%
MAXIMUM SLOPE IN -
ANY DIRECTION SHALL
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36"x36"
STENCILED SIGN
(DETAIL 3B)
PARKING SIGN
(DETAIL 3A)
N
CURB
STOP
PARKING AREA
4" WIDE BLUE
STRIPE (TYP).
SEE SITE PLAN
NO PARKING
Z
'ALIGN
9'-0" (VAN
E
ADA PARKING REQUIREMENTS
NOT TO SCALE
CITY OF
R
RENTON
Planning/Building/Public Works Dept.
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
W-399103 R-3991 18
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION NOTES AND DETAILS
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FIELDBOOK:
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