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PROPERTY LINE OR
ESMT. LINE
PROPERTY LINE OR SEE NOTES HYDRANT RUN:
HYDRANT RUN: �--
ESMT. LINE /,n 1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT.
1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT.
' A. USE 6 DI PIPE FLANGED SHORT RUNS ONLY
Z SEE NOTES * A. USE 6 DI PIPE, FLANGED (SHORT RUNS ONLY). 9N 36" ( )
• J w B. OR 6" DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS WITH o \ 18 18 B. OR 6 DI PIPE, MJ WITH 2 3/4" STEEL TIE RODS NTH ONE
\ • Z � 36" ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS,
w a >r RODS, NUTS AND BOLTS AFTER INSTALLATION. NUTS AND BOLTS AFTER INSTALLATION. MEGALUGS CAN BE ZO
/
_`7" r a v O 18 MEGALUGS CAN BE PROVIDED IN LIEU OF TIE RODS. �� PROVIDED IN LIEU OF TIE RODS. _
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WITH SIDEWALK: METER WITH CURB: METER - ` --� Q.
j .. \ \ a. I 4 HYDRANT: O HYDRANT: a
/ ' l . LOCATED 1 BEYOND OR LOCATED 1 BEYOND OR ''� 1. SHALL BE CLEANSED & PRIME COATED WITH HEAVY DUTY
\ I- \ AS DIRECTED BY DIST. AS DIRECTED BY DIST. z BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS 1. SHALL BE CLEANSED & PRIIME COATED WITH HEAVY DUTY BRUSH U
SHALL BE PAINTED YELLOW. TWO TOP COATS SHALL BE TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE IJ) Z
OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. PAINTED YELLOW. TWO TOP COATS SHALL BE OIL RESISTANT O
HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE ENAMEL, BRUSH TYPE OR APPROVED EQUAL.
FROM HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS. 6" THICK CONC. PAD 2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE FROM
3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT FIRE HYDRANT IN CUT HYDRANT TO GV. IN FEET WITH 2" BLACK LETTERS.
�
18" MIN. 6" THICK CONC. PAD (18" RADIUS). SLOPE AWAY W/ BRUSH FINISH. � �
% 3' MIN. COVER 10" MAX. 4. INSTALL STIMSONITE MODEL 88 -A BLUE REFLECTIVE 36" 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT (18
\ FIRE HYDRANT IN CUT PAVEMENT MARKER, OR EQUAL, ON HYDRANT SIDE OF THE RADIUS). SLOPE AWAY W/ BRUSH FINISH.
/ 3 MIN. COVER CENTER LINE OF THE ADJACENT STREET IN DIRECT LINE 18 18 4. INSTALL STIMSONITE MODEL 88 -A BLUE REFLECTIVE PAVEMENT
•, \ -/ \ ANGLE CURB STOP W LOCKWING 36" WITH THE HYDRANT. MARKER, OR EQUAL, ON HYDRANT SIDE OF THE CENTER LINE OF
18" • THE ADJACENT STREET IN DIRECT LINE MATH THE HYDRANT.
CLASS 200, HI -MOL 1" PLASTIC WATERMAIN SERVICE SADDLE NOTES: O W
PIPE, AS APPROVED BY SCWSD; AND CORPORATION STOP (SEE
1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE * NOTES:
� .:' -.'•- EXPANSION LOOPS MUST BE STANDARD DETAILS W -15 AND Q NECESSARY IN CUT OR FILL AREAS. *SEE NOTES p
HELD FLAT AS POSSIBLE W- 20) 1. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE
\ �\ ,\ /\ ,'•. ,\ ) 2. NO GUARD POSTS. h NECESSARY IN CUT OR FILL AREAS.
`�,. ` `,,.. - ':' / * SEE NOTES
/.
�' � 2. NO GUARD POSTS. m
`
ROADWAY WITH CURB AND GUTTER AND /OR SIDEWALK 4� , - 6" THICK CONC.
TEE OFFSET PLUGGED CROSS y�� / / o . PAD Z
6" THICK CONC.
/ PAD ry
2 -1" BARS I I o // 4�
r w / 18" 41
w Z `y FACE OF VERTICAL /
J �" /
3' MIN. 8' MIN.
w ~ / TYP.: 6' TO 9' CURB Z
' Z w VERTICAL " " FIRE HYDRANT IN FILL EXCEPT IN 10' MAX. W
■; MIN.: 3' -0" 18 -24 CAST IRON CUT /FILL
` •� - : / a O VALVE BOX W/ LID ASPHALT PAD PER.
• o � ,/4" RAKE FIRE HYDRANT LOCATION STD. DETAIL W -13
r• /< r� / , :.:r•,;� d 6" THICK I z MARKED "WATER" N Q
IN CUT OR FILL CRUSHED ROCK a
` \� �\ •\ r\ i / d I CONC. PAD APPIROVEDOBYODIS DISTRICT FIRE HYDRANT IN FILL
APPROVED
�/ 24 (TYP) r SIDEWALK VERTICAL KING CO. p
3' MIN. COVER FIRE HYDRANT LOCATION 6" MAx` I CULVERT j 0 1/4" RAKE I CULVERT o
3" MIN. 6" THICK CONC. I a EX. DITCH W
VERTICAL BEND ALTERNATE PLUGGED CROSS IN CUT OR FILL PAD
VARIABLE 6" GATE VALVE i ti 18 " -24" CAST IRON
VERTICAL BEND i I I FILTER FABRIC , J MAX. ••- Z � �
8 N (ALL AROUND)
6 _ii VALVE BOX W/ LID DT
10" (MAX. w I I 3" MIN. � �J MARKED WATER"
• // _ CL 52 6" D.I. PIPE I � �
3' MIN. COVER 18" 00 I ° a 6" THICK CONC. PAD - APPROVED BY DISTRICT G`SOI� W.
VARIABLE SERIES 9406 OR AS G
ANGLE CURB STOP W/ LOCKWING I I I w Y FILTER FABRIC -
_ ' � ts�
STEEL SHIM PLATE CD -+- I N o O (ALL AROUND) CL u 6- D.I_ �' ♦ W
CLASS 200, HI -MOL 1 PLASTIC
< � ° rn z
1
THRUST BLOCK I U • 3
j WATERMAIN SERVICE SADDLE c Y D I w GL C) E- a
''• - • .. � CONCRETE � w
PIPE. EXPANSION LOOPS MUST AND CORPORATION STOP (SEE _ ; < 1/2 YARD 1 1/4 4 "x8 "x16" MIN. 00 i w } 6" GATE VALVE cs0� �U
% NOTES: BE HELD FLAT AS POSSIBLE. STD. DETAILS W -15 & W -20). WASHED ROCK CONCRETE BEARING BLOCK I w CONCRETE `' �.
THRUST BLOCK
1. ALL CONCRETE FOR BLOCKING SHALL BE A ROADWAY WITH DITCHES "
FIRE � � 1/2 YARD 1 1 /4 4x8 x16 MIN.
BLANK PLUG FIVE (5) SACK MIX. " THICK HYDRANT I I 1 ° WASHED ROCK CONCRETE BEARING BLOCK SI B 4
NOTE: PAD C CONC ENDS OF CULVERT
2. ALL BLOCKING SHALL BE POURED AGAINST METER BOX SUPPLIED BY DEVELOPER OR TO BE BEVELED L
FIRE HYDRANT ASSEMBLY PER KING COUNTY
PLUGGED END FOR FIRM, UNDISTURBED EARTH. CONTRACTOR; METER BOX SHALL BE PER FIRE HYDRANT PLAN VIEW ROADS STANDARDS
FUTURE EXPANSION STANDARD DETAILS W -17 AND W -18. 1987 (DETAIL
DWG. N0. 11) �I FIRE HYDRANT ASSEMBLY :,
PLAN VIEW A � N co
w ° -
TYPICAL ROADWAY SECTIONS FIRE HYDRANT 8cf; NN • )
Kow`� CONCRETE BLOCKING DETAIL, w FOR RESIDENTIAL SUBDIVISIONS. ASSEMBLY-VERTICAL CURB FIRE HYDRANT ASSEMBLY W a Q w
Q.,00j > _> Z W 0
NTS 2 NTS 5 NTS RAVEL H W?- 3 2
w G S OULDER �a a 0 Q W m
7 NTS oQ aQ o o u
E
8" ADAPTER (FLXMJ) H „ obi Y
8 ADAPTER (FLXMJ) 4 ADAPTER (FLXMJ) Q n; ao
8 "x4" TEE (FLxFL) I „ „ A p
8x4 TEE (FLxFL) E 4x4 TEE (FLxFL) 4-1 -1
36 "0x4" THICK F 3
CONCRETE PAD - - ' . • O v
` - 3 u z a
' = VALVE MARKER POST
(SEE DETAIL) ` \� _ �'
i _ \� 00
C B �\ _0 00 Y
m
cn
- -- \ THRUST BLOCK (TYP) - -7J61 M fV
LLj
DI PIPE ( SEE DETAIL fs� • Z v
MANHOLE RING & COVER, _ THRUST BLOCK (TYP.) ' -- MANHOLE RING & COVER, THRUST BLOCK (TYP.) cn
OLYMPIC FOUNDARY N0. .J. SEE DETAIL MANHOLE RING & COVER, THRUST BLOCK (TYP.) OLYMPIC FOUNDARY N0. •�-I •r_ o z a
MH30A D/T MARKED BLIND FLANGE .':` ;.. ( ) OLYMPIC FOUNDARY NO. (SEE DETAIL) MH30A D/T MARKED
BLIND FLANGE (SEE DETAIL) � IZ
"WATER" w/ 4" MH30A D/T MARKED BLIND FLANGE
PLACE BRICKS : '� ' NOTE: PLAN "WATER" w/ 4" PLACE BRICKS
CONCRETE GRADE RING . : ALTERNATIVE 8%4" "WATER" w/ 4" NOTE: F CONCRETE GRADE RING BETWEEN THRUST
ALTERNATIVE 8 "x4"
BLOCK & BLIND FLANGE
BETWEEN THRUST .: "� -' •' = =' �•`'• • • � TEE (MJxMJ) W/ CONCRETE GRADE RING PLACE BRICKS E
BLOCK & BLIND PLUG, SUBJECT TO BETWEEN THRUST TEE (MJxMJ) W/
FLANGE BLOCK & BLIND PLUG SUBJECT TO PLAN Z
FUTURE EXTENSION VALVE MARKER POST FLANGE '
PLAN &GATE VALVE. FUTURE EXTENSION
(SEE DETAIL) & GATE VALVE. `/r /� - Lu N
PLAN CURB 4" SCH. 120 PVC PLUG - `
B /� w 3' -0" THREADED FLANGE
CURB 4" SCH. 120 PVC PLUG 36 "0x 4" THICK ( o _ MIN.
" CONCRETE PAD ` t°
3'- 0 THREADED FLANGE D G �`'
MIN. ( _ • •
,•. 4" SCH. 120 PVC PLUG ' ' • • • • • • V
_ :� 1 . , • • • , ' • • . ; • • . • . ' • THREADED FLANGE 0 0 0
18 " -24" CAST IRON >
• -
VALVE BOX W/ LID (D U �.
w ° MARKED WATER
18"-24" CAST IRON > C W
o �.��.��,��,��,�� .��.��, .��.��.. .��..��.. .� ..� .��.��..� ..� .�\,� .�� SERIES 9408 OR AS Z
VALVE BOX W/ LID U / 18 -24
,.� I I \ 0 0 '� APPROVED BY DISTRICT � J
MARKED "WATER" Z I I � � A * 4" ADAPTOR (FLxMJ)
SERIES 9406 OR AS � I I " " w „ � � Z Q
18"-24" APPROVED BY DISTRICT I I 18" CAST IRON >> 4 D.I.P. RISER W Ch W I•-
4" ADAPTOR (FLxMJ) 0 0 I I VALVE BOX W/ LID to U SHACKLE RODS (TYP) w W
" I I MARKED WATER `o �
4 D.I.P. RISER o o L SERIES 9406 OR AS z NATION 4" 90' BEND (MJxMJ) " " W N w 0
18 -24 APPROVED BY DISTRICT ELEVATION 4" D.I.P. 4x4 TEE (FLxFL) (n �-
SHACKLE RODS (TYP) O
0 0 4" ADAPTOR (FLxMJ) 15
4" 90' BEND (MJxMJ) 0 0 o o SHACKLE RODS 4" G V F M w
PART NO.
4" D.I.P.
8"x4" TEE (FLxFL)
4 D.I.P. RISER
0 0
SHACKLE RODS (TYP)
6"
8"
SHACKLE RODS
4" G.V. (FLxMJ)
4"
90' BEND (MJxMJ) 0 0
8"
B
C
OR MEGALUGS
4"
4"
6"
6"
o 0
D
RISER D.I.P. x LENGTH AS REQ'D
4"
6"
8"
8 "x4" TEE (FLxFL)
MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT
4"
ELEVATION
8"
m
4" D.I.P. _/
0
D
F
PLASTIC PLUG
SHACKLE RODS 4" G.V. (FLxMJ)
4"
NOTES:
G
BLIND FLANGE (AFTER FLUSHING, REMOVE
OR MEGALUGS
6"
1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN,
OR AS DIRECTED BY DISTRICT.
NOTES:
ELEVATION
V
2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE
GRADED UNIFORMLY.
SIZE
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
* TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
3.
COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
c
INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU
OF SHACKLE RODS.
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
4.
COVER ON BOX MUST BE LOCKING TYPE.
Q
COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
5.
NO MARKING POST NEEDED.
INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU OF SHACKLE RODS.
PART NO.
PART DESCRIPTION
BLOW OFF SIZE
4"
6"
8"
A
D.I. TEE (FL x MJ) BRANCH SIZE *
4"
6"
8"
B
C
G. V. (FL x FL)
90' BEND (FL x MJ)
4"
4"
6"
6"
8"
8"
D
RISER D.I.P. x LENGTH AS REQ'D
4"
6"
8"
E
MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT
4"
6"
8"
m
(3" IPT FOR 4" BLOW OFF)
0
D
F
PLASTIC PLUG
3"
4"
4"
G
BLIND FLANGE (AFTER FLUSHING, REMOVE
4"
6"
8"
1.
GATE VALVE & RISER)
1--
V
H
MJ PLUG
MAIN
SIZE
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
* TEE SIZE SAME AS WATER MAIN UNLESS OTHERWISE INDICATED.
ALTERNATIVELY D.I. TEE (MJ x MJ) WITH PLUG, SUBJECT TO FUTURE
EXTENSION & GATE VALVE.
° ° ° °`R ON a °" MUST BE ` °` "' "` TYPE. w 4" MAINS -IN PAVING p
4" BLOWOFF ASSEMBLY FOR 4" BLOWOFF ASSEMBLY FOR 41116" OR 8" TEMP. NTS cn 1
rw"� 8" AND LARGER MAINS -IN PAVING. w 8" AND LARGER MAIN -OFF PAVING w BLOWOFF ASSEMBLY .PERMIT SUBMITTAL �SE �P 10 STS 11 NTS 11A NTS 22 � 24
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OR MEGALUGS ( Lx J)
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NOTES:
ELEVATION
m
W
T
m
0
D
uj
V
Q
1.
LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
1--
V
W
O
2.
THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY.
Q
3.
SHACKLE RODS SHALL BE TWO EA., 3/4" GALV. STEEL TIE RODS WITH ONE HEAVY
In-
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Q
COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS AND BOLTS AFTER
Z
Q
INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU OF SHACKLE RODS.
Y
4.
COVER ON BOX MUST BE LOCKING TYPE.
W
O
5.
NO MARKING POST NEEDED.
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Q
U
4 BLOWOFF ASSEMBLY FOR
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° ° ° °`R ON a °" MUST BE ` °` "' "` TYPE. w 4" MAINS -IN PAVING p
4" BLOWOFF ASSEMBLY FOR 4" BLOWOFF ASSEMBLY FOR 41116" OR 8" TEMP. NTS cn 1
rw"� 8" AND LARGER MAINS -IN PAVING. w 8" AND LARGER MAIN -OFF PAVING w BLOWOFF ASSEMBLY .PERMIT SUBMITTAL �SE �P 10 STS 11 NTS 11A NTS 22 � 24
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