HomeMy WebLinkAboutWTR2702962.441 PUMPER TO S-O" MIN. RADIUS
FACE STREET A OF LEVEL GROUND
GUARD AROUND FIRE
POST HYDRANT
CD z K
73 -I FIRE HYDRANT
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1 MAIN
See Detail No. 10
For Backfill Specifications
METER BOX
IN PAVED AREAS
CUL-DE-SAC (DEAD-END): FOG -TITE J-20S
THRU-STREET SHOULDER: FOG -TITS J-20S
W/ LOCKING LID
TRAVELED STREET LANE: 20 1 /4" DIAMETER CAST IRON
MANHOLE COVER FOR 18"
OPENING FRAME {EQUAL TO
OLYMPIC FOUNDRY MH12SP
COVER WITH MH12A FRAME)
TO READ "WATER", WITH
- - RAISED NON-SKID PATTERN
H I I RATED FOR H-20 LOAD.
III D FRAME SHALL BE 4" DEEP,
* D, 1. ICI O _ _ _ SET WITH FLANGE „SIDE DOWN
IN 12 DEEP BY 9 WIDE
2" RESILIENT PERIMETER OF 3000 PSI
1-"' SEAT GATE CEMENT CONCRETE.
II
VALVE, FL W/
4' I ( i TAPPED 2" OUTSIDE PAVED AREAS
�- CONCRETE BACKFILL N FLANGE (NOT SUBJECT TO TRAFFIC
TO 6" FROM GROUND LOAD)
VI SQUEEN
* Size as noted B H G I I (I WHERE SPECIFIED. BARRIER FOG -TITS B-10T
SECTION 13-13
SCALE 1" = 5'-0"
E
LJ -Li EARTH BACKFILL
COMPACTED IN 6"
LAYERS ELSEWHERE
��,� ��
ELEVATION PLAN
CONCRETE THRUST PLAN
BLOCK, CAST IN TOP VIEW
PLACE
4'
4' MIN. *, 50' MAX.
* Consult Engineer if less than 4 feet
DETAIL NO.
TWO PIECE CAST IRON VALVE BOX
Item Quantit Item Description
VALVE
W/ STANDARD 24" BASE & 8" OR
18" TOP EQUAL TO RICH SEATTLE
TYPICAL TRENCH CROSS SECTION
A 1 FIRE HYDRANT: 1-4" PUMPER-SEATTLE STANDARD THREAD
MARKER POST
TYPE #045 WITH RECESSED HANDLE LID.
2-21/2" HOSE NOZZLES -NATIONAL STD.
WITH TWO PARALLEL WATER LINES
THREAD MECHANICAL JOINT SHOE
FIRE HYDRANT GUARD POST
B 1 AUXILIARY GATE VALVE: 6" - AWWA C509
RESILIENT SEAT, MJ x FL
GUARD POST WILL NOT BE ALLOWED IN THE
STREET CLEAR ZONE AS PER KING COUNTY
4"-6" CLEAN
PIT RUN WITH QUARRY
SPACES ®EACH END
C 1 VALVE BOX: CAST IRON SLIDE EXTENSION &BASE
REQUIREMENTSI
I t
OF CMP
D 1 TEE: 6" FLANGED OUTLET
E 1 CONCRETE BRICK: 8" x 16" x 4"f�ZTI
F 2 RESTRAINED JOINT GLAND: MEGA -LUG OR EQUAL
n
Notes:
2" PVC PLUG
W/ SQUARE HEAD
2" BRASS
-COUPLING
G 1/4 CY 11/2 WASHED ROCK "-2" BRASS PIPE,
H Var. 6" DUCTILE IRON PIPE: CEMENT LINED, CLASS 52 1 • Guard post shall be 9" diameter x 6' long precast con- THREADED
J DELETED crete posts as per technical specifications. Paint with LENGTH TO
two (2) coats of Seymour/Krylon Paint Equipment TEE FIT
HORIZONTAL BLOCKING
��
PIPE
SIZE
dia, in.
BEARING AREA of BLOCK s . ft.
TEES &
BENDS
90'
BEND
45'
BEND
221/2'
BEND
11 V4'
BEND
6"
3
4
2
1.5
0.8
8"
5
7
4
2
1
10"
8
11.2
6
3
1.6
12"
13.0
18.0
10
5
3
16"
20
28.5
16
1 8
4
TYPE "A" BLOCKING
FOR 111/4'/221/2' VERTICAL BENDS
VB
BELL CLAMP
VB
ALL THREAD
i�t
I - _0�
I J
TYPE "B" BLOCKING
FOR 45' VERTICAL BENDS
k
BELL CLAMP
ALL THREAD
d J
U) ,.
.CLASS 5
(11/2" )CONC.::
S
PAINT SHACKLE RODS WITH
2 COATS OF COAL TAR OR
ASPHALT PAINT
K 1 HYDRANT EXTENSION, WHERE REQUIRED Yellow No. 00481. 2" GATE VALVE,
L 1 PLASTIC SHEETING OVER WASHED ROCK. CAST IRON BODY, 2-2" BRASS 90' Notes:
FLANGED NON -RAISING 1. All blocking shall be poured against firm undisturbed
M Var. FIELD LOCK GASKETS AT PIPE BELL'S 2. Valve marker post as specified. Paint as specified STEM W 2 SQUARE STREET ELL 9 P 9
for hydrant ward ost. Paint distance from the VgIVe OPERATING NUT (SWIVEL JOINT) soil. blocking in organic soils or fill area to be designed by engineer.
1. Hydrants shall be painted with two Coats of Seymour/Krylon Paint Y 9 P 2. Bearing area at fittings not given in bearing table
Equipment No. 00481. marker to the valve on the post with black enamel shall be as directed by the Engineer.
2. All hydrants shall be break -away type, per Kin Count standards paint, using 2" high numerals. SIDE VIEW 3. When pouring against plugs and blind flanges, set steel
)ITCH LINE y y yp ' p g y PROFILE meter box lid against fitting to keep concrete off
3. Pumper Cap shall be located one foot minimum behind sidewalk. bolts.
4. Layout to be approved by District prior to concrete
4. Hydrant to be located five feet behind curb if no sidewalk is present. DETAIL NO4 DETAIL NO. 5 pour.
. 5. For blocking scheme other than shown above,
.
DETAIL NO. 3 contact District Engineer for detail. DETAIL NO. 6
FIRE HYDRANT ASSEMBLY GUARD AND MARKER POSTS 2" BLOW OFF CONCRETE BLOCKING
FINISHED GROUND LINE METER Box CONTRACTOR TO TRANSFER METER OR INSTALL
180' RETURN ELBOW BROOKS NO. 65 (2 BOTTOM
SECTIONS REQ'D) NEW METER AS FURNISHED BY THE DISTRICT
WATERMAIN LINE VALVE _ < VALVE Box SEE SPECIFICATIONS FOR Notes:
=III=1 ;III ;III METER TO BE & COVER
BACKFILL IN ROADWAYS AND NOTE:
INSTALLED Il PAVED AREAS 1. Timber baffles to be installed where directed b
4s. o �> > TYPICAL 1" WATER SERVICE REPLACEMENT. Y
DETAIL NO. 2 BY DISTRICT = I
►- 18 MAX. I NEW SETTER TO BE OFFSET SUFFICIENTLY the Engineer or District Inspector.
z 0 _ =1Ti FROM OLD SERVICE TO PERMIT CONNECTION
� CD I I, I I , ,III_
INSTALLATION OF VALVES 2" R.S. 2. All backfill shall be seeded.
F PIPE MATCH EX MATERIAL USED IN REPAIR OF AN EXISTING SERVICE
B N C D �- I GATE VALVE
w IF GROUND WATER TABLE To PLUG TACK COAT 1' 1' ASPHALT SHALL BE APPROVED BY THE DISTRICT ON A CASE
w IS BELOW AIR & VAC VALVE, FIT OPENING
HYDRANTS IN DITCHES I_- INSTALL 180' RETURN &JOINT BY CASE BASIS
�Vi BELOW COVER, OTHERWISE NIPPLE SEALER c° Z
INSTALL 180' RETURN UNION PLACE 3' INTO
ELBOW WITH BEE HIVE 2-2" 90' BOX: MID STATES HDPE
�. ,. UNDISTURBED SOIL
SYMETRICAL ABOUT A ABOVE COVER - BENDS 13 x24 x18 W/
OF WATER MAIN SECTION PLAN VERTICAL WALL
6'� E AIR & VACUUM VALVE, NIPPLE 4" ACP CL "B" LID: MID STATES 13"x24" REMOVE EXISTING z o
1" ASSEMBLY-APCO NO. 143C ? DUCTILE IRON W EXISTING SERVICE w
2" ASSEMBLY-APCO NO. 145C 2-2" LIFTS MIN. READER LID / BOX Q
NO SEWER 1 OR EQUAL TYPE "K" COPPER H BRASS � SUBSEQUENT � �- SPACING AS DIRECTED BY 3 EA.-2"x6"
THE ENGINEER
ALLOWED Meter box Meter box E BOWS AND BACKFILL �a 6Y2" CRUSHED x
-'- � Q 0
IN THIS 2 ELBOW STREET FITTINGS X GRAVEL -I I I=1I I,; 1 I =1I �_1
AREA I -
FOR 1" A.V. INSTALL COMPACTED PER STANDARDS I ( a o
SHORT 2" TO 1" BRASS OF AGENCY HAVING JURISDICTION INSTALL NEWT= I I TOP BOARD ONLY TO "
4' BRASS NIPPLES BUSHING 1" COMP. o 2 X6 POSTS
WATER G TO FIT FITTING x M.I.P. I INITIAL SIDE SLOPE AS BOX AFTER III „ I z EXTEND FULL DISTANCE ' "
CONNECTION _ 4 -6 MIN.
STANDIA D COMP, BACKFILL REQUIRED IS MADE ::: ( AS SHOWN
PIPE TOP OF SETTER TO BE 6" FROM FINISHED GRADE FITTING SERVICE CLAMP, FORD " "-"'-"-'
x M.I.P. MODEL FC 101 OR FC 202, BURY 2
W t\ oRIAL A. Service Clamp, Ford model FC 101 or FC 202, or Equal IN I DETAIL N 0. 1
OR EQUAL
SEWER NOTE: CURB SAND ' CONNECT TO
18" MIN. I_I I LINES B. Corporation Stop, Ford or Equal. I.P. Threads. „ SPRINGLINE
For 8 ductile iron pipe a 1 air/vac assembl is to be installed. O.D. + 16 MIN. EXISTING METER HILL HOLDER
S STANDARD C. Copper Tubing, ASTM B 88, Type K. For 12" and larger ductile iron pipe a 2" air7vac assembly O.D. + 24" MAX �> ,= Q NUT WITH
SEWER is to be installed. NECESSARY
PIPE 8" EXCAVATE -
- - - - - D. Curb Stop, Ford or Approved Equal. Curb Stops to be 18' Deep
MATERIAL DETAIL NO 9 MIN UNSUITABLE 4" MIN. NATIVE BACKFILL
Minimum to 36 Deep Maximum. •D BEDDING
" AIR AND VACUUM RELEASE ASSEMBLY TON PRINGLINE L - _ - - FIRM SIOIL AND AL DOM TO '
n G2 MAX. POSSIBLE PARTS LIST: SOIL -CEMENT MIX
DETAIL N 0. E. 1 Copper Setter with Locking Stop, C.T.S. Inlet and Horizontal COF PIPE MIN. WIDTH REPLACE WITH TO NEW MAIN 3 1 COUPLINGS P.J. x M.I.P. (SPACED AT 36 „
Outlet, Angle Check Valve Outlet, 12" High per District
1-1 CURB STOP F.I.P. x F.I.P. CENTERS 12 TYP.
Requirements. Ford No. VH 74-12W, or Equal CLASS A BACKFILL 1-1" x 2" BRASS NIPPLE )
FOR PARALLEL CONSTRUCTION 1" x 4" brass nipple between curb stop and setter. 1-1/4" x 1" BRASS BUSHING 12"
F MIN. WIDTH: WHEN h IS LESS THAN GRAVITY OR MIN. PROVIDE MIN.
F. Meter Box Shall be Mid States HDPE 13" x 24" x 18" with Mid States 7 c0 1', MIN. WIDTH = O.D. + 16". PRESSURE PIPE 2--21/2" DIA.
Table 1 13" x 24" ductile iron lid with reader. Traffic Lid may be required. Meter Box 1-1/2" and 2" WHEN h IS GREATER THAN FOR DRAINAGE
PIPE THRU BILK.Mid States HDPE Meter 1', MIN. WIDTH = O.D. + 24". DETAIL NO. 11 4
WATER MAIN STANDARD PIPE MATERIAL G. 3/4" CTS 200 psi SDR 9 for Radio Read Conduit (Length as Required) Box 17"x30"x18" w/ vertical
NOTES: w°"S 2 REPLACEMENT OF A
AWWA (ASTM) STANDARD
NATIVE BACKFILL - COMPACTED
TO DENSITY OF ADJACENT SOIL
TYPE OF PIPE PIPE JOINT FITTINGS 1. Single Service Lines are 1" Diameter. Mid States 17"x30 ductile 1� NOTE: EXISTING SERVICE
iron w/ reader lid 6"
2. Equal Materials Must be Approved by the District, -1 %:_P ;'.._, t... <.`- Depths may increase as required. Additional
bur In sand fittings may be re uired to adjust grade to avoid conflicts.
Ductile Iron C 151 & C104 C 111 C 153 r �" 9 Y q 1
3. Copper Setter for Services with Multi -Residential Equivalents and
Equivalents and all Commercial Services Shall Have a By -Pass union both :2962 GRANULAR
All water and sewer line separation shall meet with a Valve with Padlock Wings. Ford No. VFH66-128 or Equal sides BEDDING 2
DOE Standards. 2" x 4" brass TO SPRINGLINE MINI. 12" MIN.
4. No Meter Boxes in Sidewalks or Driveways. nipple OF PIPE A .f-
connect ® main with: Soil cement blocks placed over and around pipe.
5. After District Requirements Have Been Met, Meter(s) will be 2" double strap saddle curb stop DETAIL NO. 14 Tamped into place before placing backfill.
For Perpendicular Construction Installed Upon Completion of the Structure's Foundation and Roof. 2" x 4" long brass nipple Use 10 percent cement with 90 percent native
For perpendicular sewer line crossings, lay sewer below water lines and provide 2" R.S. gate valve & box DELETED soil and water to suit to form a dry mix that
18 inches of separation between inverts of water lines and crown of sewer pipes. 6. Bedding Material Shall be used to Backfill Around Corp. Stop and DETAIL NO 1 0 will hold its shape when molded into a ball. Omit
If this is not possible, use material standards as set forth above for the sewer Service Line. 1-1/2" & 2" METERS
soil cement blocks on slopes less than 15 percent
with minimum 18 feet length centered over crossing to maximize joint separation. DETAIL NO. 8 TRENCH CROSS SECTION FOR D.I. PIPE
DETAIL N0. 13
SERVICE CONNECTIONS PIPE ANCHORS
APPROVED:
SAINT C1.AIRE
PART FOUR: TECHNICAL SPECIFICATIONS o2oos.00
PRESIDENT BOARD OF COMMISSIONERS DATE � COAL CREEK
7415 129TH AVE. S.E.
REVISED PER DISTRICT COAIMMENTS 3/04/02 DBH SECRETARY BOARD OF COMMISSIONERS DATE UTILITY DISTRICT N EWCASTLE, WASHIN GTON 98056 SHEET N O.
REVISED PER DISTRICT COMI�IMENTS 6/25/01 DBH STANDARD WATER DETAILS
TELEPHONE: (425) 235-8200
LETTER No REVISIONS DATE MOVED COMMISSIONER DATE 4 OF 4
TYPE "A" BLOCKING
FOR 11Y4/22Yi' VERTICAL BENDS
VB
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in
Vn
p0 m�1-
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a=
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p
w
V w
wU
0-
4"
250
11 Y4
8
2.0
5/8"
1.5
221,E
11
2.2
2.0
6"
250
Ill Y4'
11
2.2
1 5/8"
2.0
221,E
25
2.9
8"
250
11 y4
16
2.5
5/8"
2.0
2216
47
3.6
12"
250
11 Yi
54
3.8
5/8"
2.0
22Yz
120
5.0
3/4"
2.5
16"
11 Y4'
96
4.5
7/8"
3.0
221,'
215
6.0
1-144
4.0
TYPE "B" BLOCKING
FOR 45' VERTICAL BENDS
4"
250
45
30
3.1
5/8"
2.0
6"
68
4.1
8"
123
5.0
12"
250
294
6.6
3/4"
3.0
16"
* To be designed by Engineer
C/,D, SCANNED SEP 13 2002