HomeMy WebLinkAboutR-417772NOTES
1. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL
WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5
1/4" PUMPER CONNECTION. HYDRANTS SHALL HAVE STORE ADAPTER
AND CAP INSTALLED. PIPING SHALL HAVE 3-FEET (MIN.) COVER.
FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON
ITEM AND DESCRIPTION A FOLLOWS:
HYDRANT DESCRIPTION: 5-1/4 WB67 UL/FM 4'OL/A MJ
WHITE HYDRANT NO: P-WB67LAOLPUL/FM STORZ ADAPTER AND
CAP DESCRIPTION: 4-1/2X5 FNST STORZ ADPT W/CAP
NEW FIRE HYDRANT
MATCH EXISTING HOSE PORT
SIZES AND THREADS
PUMPER CONNECTION
TO FACE AS PER PLAN
N
GRADE
CONC TO
BLOCK
3000 PSI ® 28 DAYS
BEARING AREA = 3 SF
POLY COVER i o
OVER GRAVEL M �'
NEW 6" CATE m
VALVE (FLXMJ)— \
)ONC BLOCK 4"xl6"xl6"
)0 NOT COVER DRAIN
1/2 CY OF GRAVEL
BACKFILL FOR DRAINS
2. SEE FACILITIES DESIGN STANDARD D38108-1, FIGURE 3.
3. ALL NEW FIRE LINES ARE DESIGNED WITH RESTRAINED JOINTS.
4. THE FIRE HYDRANT BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL
SPACING ONLY. REFER TO SIDE PLANS AND DETAILS FOR LOCATIONS
WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECML CONFIGURATIONS.
411110ITdIIC141 All :7131'11:1Ali all I:Ii:a:Il\:7:117aY98Zvi 7N0:461141111f.IT, T;TcA
LL.
1W0 3/4" DIA .•>L�,"> .a>! �e
SHACKLE RODS
COAT W/ BITUMASTIC
4" STEEL GUARD POST
TYPICAL 4-PLACES
-------------�
I
I I
NEW CAST IRON VALVE 2.5 (MIN.)
BOX W/ SLIDE EXTENSION
I
/NEW TEE OR REDUCER O
AS IDENTIFIED PER PLAN
I I
---------------
I I
I I
I I
I I
FIRE HYDRANT BOLLARD LAYOUT (TYP.)
UNDISTURBED
SUBGRADE
GONG THRUST BLOCK
-3000 PSI ® 28 DAYS
n FIRE HYDRANT ASSEMBLY SECTION
M501-1A SCALE: NTS
lJ
i
PROTECT EXISTING POWER
CONDUIT. SEE ELECTRICAL PLANS
REPLACED HARDSTAND R5
SVC LINE
DIRECTION OF LAY
FULL LENGTH RJ PIPE
(WITH FACTORY WELD
SEE DETAIL 1 ON SHEET M501-ID
FOR VAULT DETAILS
1 — 2" TEE
•I
1 - 2" VALVE
SEE SHEET M450 FOR AIR
CONNECTION TO EXISTING
FIELD CUT IN RJ PIPE
FACTORY WELD BEAD
A B C D
1
I
RJ LOCKING SEGMENTS
RJ LOCKING \
SEGMENTS
GRIPPER RINGS I
Jx"
s
RJ LOCKING
SEGMENTS
BELL x PLAIN END FIELD CUT RJ
PIPE (NO WELD BEAD)
GRIPPER RING
FULL LENGTH RJ PIPE
(WITH FACTORY WELD
BEAD)
RJ BEND FITTING
NOTE:
1. METHOD SHOWN IS FOR LOCATION WHERE
FIELD CUTS ARE REQUIRED AND DIP IS
W FIELD CUT PN END ((NO TR-FLEX RJ DIP W/ GRIPPER RING.
WELD BEAD) PLAIN END WITH FACTORY 2, GRIPPER RING SHALL NOT BE USED ON
WELD BEAD ABOVE GROUND DIP.
DETAIL- - TYP INSTALLATION METHOD FOR RJ FIELD CUTS
SCALE: INTO
CW CW —
PIPE BEDDING NOTES:
1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE
LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED
TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557.
2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES
ON SHEET C501-1B.
3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE
BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION,
PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE
STABILIZATION AS DIRECTED BY THE BOEING
CONSTRUCTION MANAGER PER THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS.
4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE
PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT
DAMAGE DUE TO LOADING. CONTRACTOR SHALL PROVIDE
ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION
IF TEMPORARY PAVEMENT SECTION IS USED.
RIGID PIPE FLEXIBLE PIPE
(DUCTILE IRON, STEEL) (PLASTIC, PVC)
I
DETECTABLE WARNING TAPE PAVEMENT, SEE PAVEMENT SECTIONS
CSBC, SEE PAVEMENT SECTIONS
> 8 • 1a 1/OVER
MIN SEE NOTES
e� 1 I
TRENCH BACKFILL
SHALL BE CSBC
PER WEDGE STD
SPEC 9-03.9(3)-
GEOTEXTILE FOR
AS REQUIRED FOR
OVEREXCAVATION.
SEE NOTE 2.
QUARRY SPALLS FOR
AS REQUIRED FOR
OVEREXCAVATION.
SEE NOTE 2.
(M c �P.NTPIPE BEDDING SECTION
FILL PIPE WITH CONCRETE
FINISH TO BE CONVEX
4" SCH, 40 STEEL PIPE.
POWDER COATED YELLOW OR
PAINTED TRAFFIC YELLOW PER
BOEING SPEC.
1/2%8%8" STEEL PLATE W/ 4EA
3/4" WEDGE ANCHORS
EMBED A MINIMUM OF 6"
1/2" MIN NON -SHRINK GROUT
SECTION
--CW� _CW _--- h CW _— --
EXISTING UTILITIES FROM
THE 4-81 BUILDING
CONNECT TO EXISTING 2" WATER M51-1A SRD NTSNTS
• FROM 4-81 BUILDING
1 - 2" 90 DEGREE BEND
REMOVE EXISTING 2" WATER
UP TO CONNECTION POINT
(JD CONNECTION
DETAIL
N
SCALE: NTS
WSP
"(
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CALL 48 HOURS 1
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300AC
w al
fe Wry, 12Kb
BEFORE YOU DIG
L: (2 1-DOO
)431-2250
1-806-424-5555
FAX:(m
FAX: (i(6) 431-E350
SYM
1 RENSION
I APPROVED
DAIS
SYM
REVISION
6Y
APPROVED
MTE
ORIG
I APRON R - CENTRAL
C180242
I WSP
I SPT
07/09/21
BOEZ
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
MIN TRENCH WIDTH
FOR PIPE DIAMETER < OR = 15";
WIDTH = PIPE DIA + 30'
FOR PIE DIAMETER > 15";
WIDTH = (PIPE DIA X1.5) + 18"
3/2
CIVIL PERMIT
E
PERMANENT UTILITY DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON,'
PIPE
OUTSIDE
1/2" MIN
MIN
6' MIN
12" MIN
_ OVEREXCAVATION
AS REQUIRED
SEE NOTES (TYR)
PIPE BEDDING PER
WSDOT 9-03.12(3)
R-4177072�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C180242UKI6 07/09/91
M501-1 B M02
I. C180242 comp rvo.
I RTN—YD—M501—iB