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See Detail No. 10
For Backfill Specifications
* D. 1.
* Size as noted
SECTION B-B
SCALE 1" = 5'-0"
DETAIL NO. 1
TYPICAL TRENCH CROSS SECTION
WITH TWO PARALLEL WATER LINES
1OLF-12" N-12 W/ENDS
BEVELED 0 3:1
BRING VALVE
BOX TO GRADE
PIT RUN WITH QUARRY
SPALLS ® EACH END
a OF CMP
G)
DITCH LINE
0
6" MIN.
HYDRANT VALVE OR
WATERMAIN LINE VALVE
MAIN
DETAIL N0. 2
INSTALLATION OF VALVES
& HYDRANTS IN DITCHES
SYMETRICAL ABOUT
OF WATER MAIN
18" MI
STANDARD
SEWER
Ili- 1 i"i la i ,-'w-1 ,�n PIPE
MATERIAL
DETAIL 1\10. 7
FOR PARALLEL CONSTRUCTION
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WATER MAIN STANDARD PIPE MATERIAL
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D
K
TYPE OF PIPE
Ductile Iron C 151 & C104 C ill C 153
D
_ All water and sewer line separation shall meet
D DOE Standards.
I
�p For Perpendicular Construction
For perpendicular sewer line crossings, lay sewer below water lines and provide
10 18 inches of separation between inverts of water lines and crown of sewer pipes.
D If this is not possible, use material standards as set forth above for the sewer
with minimum 18 feet length centered over crossing to maximize joint separation.
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AWWA (ASTM) STANDARD
PIPE JOINT FITTINGS
DESIGNED PZ
i DRAWN JMU
CHECKED DBH
x SYM REVISION
PUMPER TO -
FACE STREET
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VARIABLE _
4' MIN. *, 50' MAX.
* Consult Engineer if less than 4 feet
Item uantit Item Description
A 1 FIRE HYDRANT: 1-4" PUMPER-SEATTLE STANDARD THREAD
2-21/2" HOSE NOZZLES -NATIONAL STD.
THREAD
MECHANICAL JOINT SHOE
B 1 AUXILIARY GATE VALVE: 6" - AWWA C509
RESILIENT SEAT, MJ x FL
C 1 VALVE BOX: CAST IRON SLIDE EXTENSION & BASE
LID TO HAVE DROP IN HANDLE.
D 1 TEE: 6" FLANGED OUTLET
E 1 CONCRETE BRICK: 8" x 16" x 4"
F 2 RESTRAINED JOINT GLAND: MEGA -LUG OR EQUAL
G 1/4 CY 11/2" WASHED ROCK
H Var. 6" DUCTILE IRON PIPE: CEMENT LINED, CLASS 52
J DELETED
K 1 HYDRANT EXTENSION, WHERE REQUIRED
L 1 PLASTIC SHEETING OVER WASHED ROCK.
M Var. FIELD LOCK GASKETS AT PIPE BELL'S
1. Hydrants shall be painted with two coats of Seymour/Kryion Paint
Equipment No. 00481 (Yellow).
2. All hydrants shall be break -away type, per King County standards
3. Pumper Cap shall be located one foot minimum behind sidewalk.
4. Hydrant to be located five feet behind curb if no sidewalk is present.
DETAIL NO. 3
FIRE HYDRANT ASSEMBLY
3'-0" MIN. RADIUS
OF LEVEL GROUND
GUARD
AROUND FIRE
POST
HYDRANT
FIRE HYDRANT _
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N 1'-6"
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CONCRETE BACKFILL
TO 6" FROM GROUND
WHERE SPECIFIED.
Li - I-] EARTH BACKFILL
COMPACTED IN 6"
LAYERS ELSEWHERE
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VALVE
MARKER POST
FIRE HYDRANT GUARD POST
GUARD POST WILL NOT BE ALLOWED IN THE
STREET CLEAR ZONE AS PER KING COUNTY
REQUIREMENTS
Notes:
1. Guard post shall be 9" diameter x 6' long precast con-
crete posts as per technical specifications. Paint with
two (2) coats of Seymour/Kryion Paint Equipment
Yellow No. 00481.
2. Valve marker post as specified. Paint as specified
for hydrant guard post. Paint distance from the valve
marker to the valve on the post with black enamel
paint, using 2" high numerals.
DETAIL- NO. 4
GUARD AND MARKER POSTS
MID STATES HDPE 17"x30"xl8"
WITH TRAFFIC LID
TEE, MJxFL VALVE, FL W/
PLUG, MJ TAPPED 2"
FLANGE
1�
2" RESILIENT
SEAT GATE
VALVE, FL W/
TAPPED 2"
FLANGE
VISQUEEN
BARRIER
CONCRETE THRUST
BLOCK, CAST IN
PLACE
PLAN
TOP VIEW
TWO PIECE CAST IRON VALVE BOX
W/ STANDARD 24" BASE & 8" OR
18" TOP EQUAL TO RICH SEATTLE
TYPE #045 WITH RECESSED HANDLE LID
4"-6" CLEARANCE_11=
nILVI
TEE
2" GATE VALVE,
CAST IRON BODY,
FLANGED NON -RAISING
STEM W/2" SQUARE
OPERATING NUT
SIDE VIEW
PROFILE
DETAIL N0. 5
2" BLOW OFF
FINISHED GROUND LINE
r t rr'iir MID STATES HDPE METER
11I METER TO BE Box 17"x3o"x18" w/VERT.
INSTALLED Q WALLS; LID: MID STATES
4s' BY DISTRICT 3 DUCTILE VALVE BOX TACK COAT 1'
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& COVER &JOINT
SEALER
B H D F = 1fTli •.., , rT�_t`rrr.
N C
ca '' II Tr f�
IF GROUND WATER BRASS 2" R.S.
,
TABLE IS BELOW AIR PIPE PLUG GATE VALVE
5" & VAC VALVE, TO OPENING
INSTALL 180' RETURN FIT BRASS
BELOW COVER, BRAS
A OTHERWISE INSTALL ---- UNION NIPPLE Z ;I
180' RETURN ELBOW
2" PVC PLUG
W/ SQUARE HEAD
2" BRASS
COUPLING
HORIZONTAL BLOCKING
,. J
PIPE
SIZE
dia. in.
BEARING AREA of BLOCK sq. ft.
TEES &
BENDS
90'
BEND
45'
BEND
22V2'
BEND
111/4'
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
1 28.5
1 16
1 8
4
TYPE "A" BLOCKING
FOR 111/4'/221/z' VERTICAL BENDS
VB
BELL CLAMP
VB
46" ALL THREAD
47
cn `
CLASS 5.'
(1 Y2")CONC..-
S
TYPE "B" BLOCKING
FOR 45' VERTICAL BENDS
1-1
BELL CLAMP i�
3b" ALL THREAD - --�' VB
Notes:
1. All blocking shall be poured against firm undisturbed
soil. blocking in organic soils or fill area to be designed by engineer.
2. Bearing area at fittings not given in bearing table
shall be as directed by the Engineer.
3. When pouring against plugs and blind flanges, set steel
meter box lid against fitting to keep concrete off
bolts.
4. Layout to be approved by District prior to concrete
pour.
5. For blocking scheme other than shown above, L
contact District Engineer for detail. DETAIL N 0 . 6
CONCRETE BLOCKING
CONTRACTOR TO TRANSFER METER OR INSTALL Notes:
SEE SPECIFICATIONS FOR NEW METER AS FURNISHED BY THE DISTRICT
BACKFILL IN ROADWAYS AND NOTE: 1. Timber baffles to be installed where directed by
PAVED AREAS MATCH EX
TYPICAL 1" WATER SERVICE REPLACEMENT. the Engineer or District Inspector.
ASPHALT NEW SETTER TO BE OFFSET SUFFICIENTLY
S
PAINT SHACKLE RODS WITH
2 COATS OF COAL TAR OR
ASPHALT PAINT
TYPE "A" BLOCKING
FOR 11 V4-/221/2' VERTICAL BENDS
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4"
250
11 V4'
8
2.0
5/8"
1.5
22Y2
11
2.2
2.0
6"
250
11 Y4'
11
2.2
5/8"
2.0
22V2
25
2.9
8"
250
11 Y4'
16
2.5
5/8"
2.0
22Y2
47
3.6
12"
250
11 V4'
5413.8
5/8"
2.0
22Y2
120
5.0
3/4"
2.5
16"
11 V4'
96
4.5
7/8"
3.0
22V,1
21516.0
1 1 -V,,-1
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
-
SECTION PLAN HI
4„
Meter box - E
WITH BEE HIVE
ABOVE COVER. MIN.
18" ABOVE GRADE.
AIR & VACUUM VALVE,
1" ASSEMBLY-APCO NO. 143C
2" ASSEMBLY-APCO NO. 145C
OR EQUAL
WIT HE BRAssoPPER
ELBOWS AND
2-2 so
BRASS BENDS
2"x4"
BRASS
NIPPLE
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SUBSEQUENT '
BACKFILL
COMPACTED TO 95%
MODIFIED PROCTOR
INITIAL
2" Max.
90' STREET
FITTINGS
f�
BACKFILL
-2" BRASS PIPE,
THREADED
LENGTH TO
FIT
2-2" BRASS 90'
STREET ELL
(SWIVEL JOINT)
2"x4" LONG
BRASS NIPPLE
FROM OLD SERVICE TO PERMIT CONNECTION 2. All backfill shall be seeded.
MATERIAL USED IN REPAIR OF AN EXISTING SERVICE
- SHALL BE APPROVED BY THE DISTRICT ON A CASE
o
BY CASE BASIS cI Z
PLACE 3' INTO
4" ACP CL "g" BOX: MID STATES HDPE ;AD
ISTURBED SOIL
2-2" LIFTS MIN. 13"x24"x18" W/
VERTICAL WALL0LID: MID STATES 13"x24" zo6Y4" CRUSHED ~GRAVEL DUCTILE IRON W/ REMOVE EXISTING w SPACINRECTED BY 3 EA.-2"x6"
READER LID EEXXIISTING SERVICE THEER
X
I Q
SIDE SLOPE AS
REQUIRED
ELBOW
G FOR 1" A.V. INSTALL
SHORT 2" TO 1" BRASS Pa ( ill
BRASS NIPPLES~
TOP OF SETTER TO BE 6" FROM FINISHED GRADE TO FIT BUSHING 1" COMP.
FITTING x M.I.P.
A. Service Clam Ford model FC 101 or FC 202, or Equal. coMP. O.D. + 16" MIN. 1 I SPRINGLINE
p' q FITTING SERVICE CLAMP, FORD i
x M.LP• MODEL FC 101 OR FC 202, O.D. + 24" MAX.
OR EQUAL f r� 8"� EXCAVATE
B. Corporation Stop, Ford or Equal. I.P. Threads.
C. Copper Tubing, ASTM B 88, Type K. NOTE: MIN. UNSUITABLE
For 8" ductile iron pipe a 1" air/vac assembly is to be installed. SAND BEDDING L_ - - - J MATERIAL DOWN TO
D. Curb Stop, Ford or Approved Equal. Curb Stops to be 18" Deep For 12" and larger ductile iron pipe a 2" air/vac assembly TO SPRINGLINE MIN. WIDTH FIRM SOIL AND
Minimum to 36" Deep Maximum. is to be installed. OF PIPE REPLACE WITH
DETAIL N O . J nn CLASS "A" BACKFILL
E. 1" Copper Setter with Locking Stop, C.T.S. Inlet and Horizontal
Outlet, Angle Check Valve Outlet, 12" High per District AIR AND VACUUM RELEASE ASSEMBLY ' MI". WIDTH: WHEN h IS LESS THAN
Requirements. Ford No. VH 74-12W-11-44, or Equal. 1', MIN. WIDTH = O.D. + 16".
1" x 4" brass nipple between curb stop and setter. ---- WHEN h IS GREATER THAN
*NOTE: 1', MIN. WIDTH = O.D. + 24".
F. Traffic Areas: Meter Box Shall be Mid States HDPE 13"x24"xl8"
with Mid States 13"x24" ductile iron lid with reader. Traffic Lid
Required With 2" M.X.0 Hole.
F. Non Traffic Areas: Raven Meter Box 13"x24"x18" with reader lid.
G. 2" PVC SDR 21Connecting Pipe for Radio Read Conduit (Length as Required)
Locate 6" Below Top of Box and 5" From Customer End of Box.
2" ID, 2-3/8" OD, 2-1/2" Hole Typical
H. 2-1/2" Diameter Hole Located 4" From Both Edges of Lid
NOTES:
1. Single Service Lines are 1" Diameter.
2. Equal Materials Must be Approved by the District.
3. Copper Setter for Services with Multi -Residential Equivalents and nipple v c
Equivalents and all Commercial Services Shall Have a By -Pass connect 0 main with:
with a Valve with Padlock Wings. Ford No. VFH66-12B or Equal. 2" double strap saddle curb stop
2" x 4" long brass nipple
4. No Meter Boxes in Sidewalks or Driveways. 2" R.S. gate valve &box
5. After District Requirements Have Been Met, Meter(s) will be 1-1/2" 8C 2" METERS
Installed Upon Completion of the Structure's Foundation and Roof. Q
gCorp.DETAIL N O . 8 SEE SERVICE CONNECTION
6. Bedding Material Shall be used to Backfill Around Cor DETAIL NO. 8 FOR
Stop and Service Line. SERVICE CONNECTIONS BEHIND SIDEWALK ADDITIONAL CALLOUTS
DATE BY APP'D An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827,20141 f. 425,827.5043
...................................
Civil I Structural I Planning I Survey
paceengrs.com
Depths may Increase as required. Additional
;2 fittings may be required to adjust grade to avoid conflicts.
7 DETAIL NO. 10
0
TRENCH CROSS SECTION FOR D.I. PIPE
2'
1�
0
H
N
Ly
Ir11 I F. Co - - - �Tl [1 - - --- -
TOP
ONLY
TOP B
CAR
INSTALL NEW - - - - 10 EXXTEND FUDLLIN
D STANOCE 2 x6" POSTS
1 I - - - z 4'-6" MIN.
BOX AFTER I I AS SHOWN
CONNECTION
IS MADE BURY , I DETAIL NO. 12
-SAND--.:
HILL HOLDER
CURB STOPCONNECT TO
d MET
-
EXISTING M R
NUT WITH
NECESSARY NATIVE BACKFILL I �Itr
{ ADAPTERS II _
4" MIN. 4 SOIL -CEMENT MIX
2' MAX. POSSIBLE PARTS LIST: (SPACED AT 36'
3-l" COUPLINGS P.J. x M.I.P. CENTERS) I-
1-1" 12" TYP.
TO NEW MAIN. CURB STOP F.I.P. x F.I.P. 12"
1-l" x 2" BRASS NIPPLE GRAVITY OR MIN. PROVIDE MIN.
1-1/4" x 1" BRASS BUSHING PRESSURE PIPE 2-21/2" DIA.
DETAIL N 0 . 11 4., 0 PIPE THRU BLK.
FOR DRAINAGE
REPLACEMENT OF A
- � NATIVE BACKFILL -COMPACTED
EXISTING SERVICE r TO DENSITY OF ADJACENT SOIL
FINISHED GROUND LINE _J
5' TYP Q~-
PLANTER STRIP 3 �-
11 I I SIDEWALK 1 GRANULAR 2,_
METER TO BE O BEDDING
O INSTALLED U TO SPRINGLINE MIN. 12" MIN.
BY DISTRICT Q OF PIPE
�m
lv� F Soil cement blocks placed over and around pipe.
1" COUPLING P.J.xM.I.P.
�\ ---- - - -- --
1.5'
A II - c
I I
- - - - - - - - \ -
SECTION - - - - - - - - - -
PLAN �V
DETAIL NO. 14
SERVICE CONNECTIONS IN PLANTER STRIP
COAL CREEK UTILITY DISTRICT
DATE
OCT. 2008
SCALE
N/A
1" COUPLING P.J.xF.I.P.
1" PVC THREADED PLUG
2" WHITE PVC
ENCASEMENT UNDER
SIDEWALK
Tamped Into place before placing backfill.
Use 10 percent cement with 90 percent native
soil and water to suit to form a dry mix that
will hold its shape when molded into a ball. Omit
soil cement blocks on slopes less than 15 percent
NOTE: "FIELD LOK" GASKETS MAY BE USED IN LIEU
OF PIPE ANCHORS.
DETAIL NO. 13
PIPE ANCHORS
IIIIIIIIIIIIIIIIIIN
SMITH AND BUSTAD
WATER EXTENSION
STANDARD DETAILS
JOB NUMBER
08018.00
SHEET NAME LAYOUT 1
SHEET 2 OF 3
.5 5 C4(C c