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1. FIRE HYDRANT TO BE PAIN -FED WiTH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OIL ENAMEL PAINT.
2. PU MPER NOZZLE TO FACE ROADWAY OR AS D I RECTE D BY RRFA.
3. A MINIMUM .3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
MATERIALS
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ I NLET WITH LUGS, 5 Xj " MVO,
HYDRANT 1 " P ENTAGON OPERATIN G N UT' TWO (2) 2- " NST HOSE NOZZLES, AN a 4. B75" SST P U MPER N OZZLE
EG! UI PPE D WITH 5" STORZ ADAPTER AND 1{8" STAI NLESS STEE L CABLE, W ITH E} TEN SI 0 N I F N ECESSA BY.
TEE
VALVE
VALVE BOX
PIPE
J01NT RESTRAINT
GRAVEL
H
CONCRETE BLOCK
(D
BLOCKING
SHEAR BLOCK
OK PAVEMENT MARKER
MAI N LI N E TE E WITH 6" FLANGE SI DE OUTLET
6" GATE VALVE I FLXMJ)
VALVE BOX AND LID PER STD PLAN 3.30.7
CLASS 52 DI, LENGTH TO FIT
MEC HAN I CAL JO I NT RESTRAINT OR (2) .3/4" CC RTEN STEE L TI E R0 DS FC R D I STAN CES OVE R ON E P I PC LEFT GTH
1" WASHED DRAI N ROCK, M I N IM l l M 1' ABOVE BOOT FLANGE WITH S-III I L P OLYETHYLEN E SH E ETI NG
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16" "x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
CONCRETE B LOCKIN G P E R STD P LAN 3 30.1
4'x,Vx6" CONCRETE SH EAR BLOCK ARC U ND FI RE HYDRANT WITH EXPANSION JO I NT AT BACK OF S I a EWALK,
FI NISH TO MATCH SI D EWALK, ALL 00 NCRETE SHALL B E MI N I ICI UM 3,000 PS I AN D SHALL BE M ECHAN I CALLY
MIRE D - JO B SITE M 1XI N C, H,4N D-M IXE D CONCRETE, AND MO BILE CON CRETE MIRE IRS ARE NOT ALLOWED.
BLU E RE FLECTIVE PAVE MENT MARK ER PER STD PLAN 310.3
STD. PLAN - 310.1
% + PUBLIC WORKS 14PfR�VED=
qi DEPARTM ENT FIRE H 1 DRAt IT A EN1 LY
MrNr Wo-te 4l rrthtrrx
DATE
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IN UNIMPROVED ROW,
�
INSTALL METER BOX
CITY
I PRIMATE
AT PROPERTY LINE WITH
1" COPPEB TAILPIECE
PIPING
I PIPING
a E SIDEWALK �
FINISHED GRADE 9" TO 12"
4" TO 30"
A � 21' TO 30"
22
MAIN B c e
F
LOOP DOWN TO CENTERLINE CF WATER MAIN
TO PROVIDE SLACK IN SEFZVI CE LJNE TO METER
CORPORATION STOP
TUBING
METER SETTE R
0 WATER METER
E METED BOX
OF COUPLER AND PLUG
(D GRAVEL
1" BAL L CO RPORATION STOP WITH BALL VALVE, AWWA TAP EKED TH READ (CC) I N LET, QU ICK JO I NT 0 UTLETI
FOR D F B1 D0O-4-Q-N L OR A.Y. M CDC NALD 7470180
1" TYPE "K" SOFT COPPER TUBING
1" S ETTER, G!U ICK JO I NT I N LET AN D OUTLET, PAD LOCK WIN GS ON I NLET ANG LE BALL VALVE' SING LE CH ECK
VALVE ON OUTLET, FORD VB H 74-15WA4 Q-N Lr A.Y. MCDON ALD 721-415WCCLQ 44, OR M UELLER
B-24701-6AN, I NSTALL CENTE B E D AN D SQUARE D IN M ETER BOX, PROVIDE ADAPTERS FOR 5/8" 0/4" ICI ETE RS
AEI I WATE R M ETE R WITH RAD 10 AN D BATTERY U N IT, TO BE PRCV I D ED BY TH E CITY
Ilr'IETE R BOX, Aft MOP CAST A6001946PCX18, WITH METER BOX LID, ARM ORCAST A6001969RCI - H 7, TO READ
"RENTON WATER"
CO U P LER ( PACK JO I NT x PACK J01 Nn FORD 049-49- i- NL, WITH 1" GALVAN I ZED P LUG I F SE RVICE LI NE TO
PRO P ERTY IS TO BE IN STALLED I N TH E FUTURE
1 4" WASHED GRAVEL
*%]I PUBLIC WORKS
DEPARTMENT
1'r WATER SERVICE
/AirG SURVEYED: SCALE: VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED:
DRAWN:
b 9Oo ONE INCH DATUM CHECKED: AT FULL SCALE
IF NOT ONE INCH
J10RAL N0. REVISION BY DATE APPR APPROVED:
3/ 6/2023 SCALE ACCORDINGLY
STD. PLAN - 320.1
APPROVED
P-_ hC'h'CVeL4:—rhtrrx DINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EOPMENT ENGINEERING
i 04/21 /2023
. DATE:
CITY OF 3/28/2023
TRAN-NGUYEN DEVELOPMENT PGEBOOK:
RENTON
WATER MAIN DETAILS PLAN UR
DRAWING NO:
Planning/Building/Public Works Dept. Ci-26.0
SHEET: 26 OF: 29
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