HomeMy WebLinkAboutW-396206i
HORIZONTAL BEND
i
TEE
� � 1
,,�
VERTICAL BEND
SHIM PLATE
VALVE ANCHOR
OFFSET
-1" BARS
ALTERNATE
VERTICAL BEND
NOTES:
PLUGGED TEE
J. �/, J2 L
PLUGGED CROSS
PLUGGED CROSS
1. ALL CONCRETE FOR BLOCKING SHALL BE A
BLANK PLUG FIVE (5) SACK MIX.
2. ALL BLOCKING SHALL BE POURED AGAINST
PLUGGED END FOR FIRM, UNDISTURBED EARTH.
FUTURE EXPANSION
S°pS CRE�
\ CONCRETE BLOCKING
DETAIL
9�� REVISION DATE SCALE DIS'RICT APPROVAL
`P 5 MAY 17 2011
S FILE
NTS K.V JUNE 02, 2011 Q NAME
M: \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\'W-1 DWG. NO. W-1
/ \
SEE PIPE
SLEEVE DETAIL
6"
/ 1 \ 1
12
CONC. BLOCKING
12
-VENT BOX SHALL BE
--.
ISTANDARD WATER
METER BOX PER
PLAN
BRASS PIPE,
SEE BY-PASS DETAIL
I DETAIL W-' 7.
, INSTALL ON VAULT
t 2
2
4"-12':
I SIDE WITH THE LEAS'
I CONFLICTS.
WISH GRADE
z_
�
`D
WATERTIGHT
SEALED
LV."
"
\ 90' PVC
BEND
(Sl
"
4+" E_ECTRICAL
PVC CONDUIT
-
6 8 12 13
� I 1
CONC
I T '
EI OCKINNC 12 112." MIN
__ ff SEE PIPE
SLEEVE DETAIL
j ELEVATION 1'`
TO BE INSTALLED I DOUBLE CHECK PIPE SLEEVE
BY DISTRICT I VALVE W/PORTS ---LEAD & OAKUM
i GATE ii / OR EPDXY
-- VALVE / SEALANT
i
I PIPE
// r_z-K
`-GATE VAIVE it /TEST PORT (TYP)_ i - TEE ENT DRY
TEST VALVES-
3/4 90' BEND
BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL
SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS _ SHEET JE ;
DOUBLE CHECK DETECTOR
BACKFLOW PREVENTION ASSY.
REVISION DATE SCALE DISTRICT APPROVAL
DATE APPROVED
N� MAY '7, 201' NTS K. V, JUNE 02, 2011
SIEjTER � FILE NAME ---
M: \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-25A DWG. NO. W_25q
NOTE:
DOUBLE CHECK DETECTOR BACKFLOW PREVENTION
ASSEMBLY TO BE CONSTRUCTED WITHOUT THE VAULT.
_,—PROPERTY LANE OR
ESMT. LINE
HYDRANT RUN:
�
1. LENGTH ESTABLISHED ON JC6 AS APPROVED BY DISTRICT
EE
\ SNOTES
A. USE 6" DI PIPE. F-ANGED (SHORT RUNS ONLY)-
\
8. OR 6" Of PIPL, MJ WITH 2 3/4" STEEL TIE RODS WITH
\\ 18
ONE HEAVY COAT OF COAL TAR PRFSFRVATPVF ON TIE
RODS, NUTS AND BOLTS AFTER INS'ALLATION.
y
MEGALUGS CAN 3E PROVIDED IN LIEU OF TIE RODS.
\
HYDRANT:
I SHALL BE C.EANSED & PRVE COATED VIH HEAVY DUTY
•'�
BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS
SHAL, BE PAINTED YFILO'W. TWO TOP COATS SHALL BE
OIL RESISTANT ENAMEL, BRUSH TYPE CR APPROVED-EOJAL.
2. STENCIL ON FACE OF HYDRANT BARREL THE DISTANCE
FROM HYDRANT TO GV.IN FEET W'H 2' BLACK LETTERS.
1
3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT
6" THICK �:CNC. PAD
(18 RADIUS). SLOPE AWAY 'N/ BRUSH FINISH.
F ! R' HYDRANT I N CUT
4 INS14LL STIMSONITE MODEL 88-A 13LLE REFLECTIVE
-
PAVEMENT MARKER, OR FQUAL, ON HYDRAN- SIDE OF THE
CENTER LINE OF THE ADJACENT STREET IN DIRECT LANE
36" _
WITH THE HYDRANT.
A
NOTES:
i. ROCKERY TYPE RETAINING WALL TO BE PROVIDED WHERE
n
NECESSARY IN CUT OR FILL AREAS.
2. NO GUARD POSTS.
* SIFF NOTES
6' THICK CONC.
PAD
�o.
x --1
VERTICAL
FACE OF VERTICAL
CJR8
-
I
MIN.
3' 0" F--,s°-z4° CAST IRON
RAKE-
f VALVE BCX 'W/ _!D
"WATER"
F IRE HYQRANT IN FILL
CONE PAD
1
i `O
MARKED
SERIES 940E OR AS
APPROVED BY DISTRICT
_J
SIDEWALK
FIRE HYDRANT LOCATION
5"
'
-
VIAX
3" MIN.
IN CUT OR FILL
.^--- ---
FILTER FABRIC
(ALL AROUNO)�
I------- VARIABLE
�6' :;Alt 'VALVE
CA. 52 6' D.I. �IF'E
(
1
/
CONCRETE-/
1 TNRJST 9LOLK.
�
I / "ARD ' 1/4`-
`a"x8"x' S" MIN.
*ASI-ED ROCK
CONCRETE BEAWIR; 8_OCK.
TI
6" THICK CONC.
1
I
PAD
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT CLAN VIEW
FIRE HYDRANT ASSEMBLY
VERTICAL CURB
REwSKNI DATE Sc DISTRIC' APPROVAL 15AI APPROVED
OS/05/2013 NTS ?b GS 2U13
& SE'1T6 � F'_F NAME
F \DF'TAII S SOOSCRK WATER W-5 DWG. NO. W-5
PIPE SIZE
VAULT SIZES
CATALOG #
VAULT #
COVER #
BASE #
3" & 4"
575-LA
575-BL
57TL-30C
575- BL
6" & 8"
4484-LA
4484-ML
4484T�_ 30C
4484-BL
10"
510E-LA
5106-MI_
5108T_-30C
1 510E-BL
GENERAL NOTES:
1, PAINT AL_ INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS WITH TWO COATS OF EPDXY AS
APPROVED BY THE DISTRICT. USE TNEMEC SERIES 135 CHEMBUILD, MODIFIED POLYAMIDOAMINE EPDXY,
APPLY PER MANUFACTURERS INSTRUCTIONS.
2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT
DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL.
Z. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST.
WITH THREE (3) TAPPED 5/8" HOLES (SEE STANDARD DETAIL W-25C). SQUARE HATCH MAY BE USED,
SUBJECT TO APPROVAL BY DISTRICT.
4. CLASS 52 D.I. PIPE IS REQUIRED.
MATERIAL LIST
Ot
HATCH
CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE).
OZ
'_ADDER RUNGS----
CAST IN PLACE 3/4" GALV. BAR AT 12" O.C. OR FABRICATED ALUMINUM LADDER
SECURED AT TOP AND BOTTOM.
O3
CONCRETE VAULT—
SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE).
®
DETECTOR
DOUBLE DETECTOR CHECK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION
IN WASHINGTON STATE. TYPE SHAD BE APPROVED BY THE DISTRICT.
OS
VALVE
TWO EACH, AWWA, FLANGED OS & Y GATE VA,_VES WITH HANDWHEELS. MUST BE
LOCATED INSIDE OF VAULT.
COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT.
O
FLOOR DRAIN
4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH.
ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE
APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN S
EXTENDED OVER 300 FEET.
®
WATER METER
— 5/8" x 3/4" TO BE INSTALLED BY THE DISTRICT.
O
PIPE STAND
'" SCHEDULE 40 GALVANIZED PIPE STAND & BASE BOLTED TO FLANGE.
10
TEE -------
-- 3/4" BRASS WITH 3/4" PLUG.
11
GATE VALVE---
3/4' BRONZE BYPASS GATE VALVES (ASTM 662).
12
WATER MAIN
CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS.
13
WALL FLANGE
TWO EACH
' SEE SHEET 1 FOR ADDITIONAL DETAILS
SHEET 2 OF 2
DOUBLE CHECK DETECTOR
BACKFLOW PREVENTION ASSY.
y
REVISION DATE
OE/05/2a13
SALE
NTS
DISTRICT APPROVA-
OATS APPROVED
jTF7A-E
V
08 Cs
2013
F: "OFT AILSSOOSCRK WATER W- 25B
DWG. NO.
W-25B
ROMAC 202-S
STAINLESS STEEL
STRAP SADDLE
(IPT) OR EQUAL
I
CLASS 52
DUCTILE IRON
WATERMAIN
CORPORA.-10N STOP ---\
CORPORATION STOP
FORD F6500 OR
MUELLER H-9969
(IPT)
WATER SERVICE
POLYETHYLENE PLASTIC
PIPE WITH FORD NO. 72
STIFFENER INSERTED IN
END OF PIPE
COMPRESSION PACK JOINT,
FORD C16-66 OR C16-77 OR
MUELLER H15454, CL 200.
IRON PIPE SIZE
PLAN
COMPRESSION
PACK JOINT
WPZER SERVICE
STIFFENER INSFRT
'--ROMAC 202-S
WATERMAIN STAINLESS STEEL
STRAP SADDLE
(IPT) OR EQUAL
ELEVATION
NOTES:
1. SERVICE LINE FITTINGS: CAST C800 WATER WORKS BRASS.
2, MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SIDR 7, PE 3408
(HI-MOL PLASTIC) WITH 16 GAUGE TRACER WIRE.
3. CORPORATION STOP VALVE INSTALLED PARALLEL TO WATERMAIN.
SpOs Cl? WATER SERVICE CONNECTION
1-1/2 INCH AND LARGER
A
v� REVISION DATE SCALE DISTRICT APPROVAL 7ATE APPROVED
MAY 17, 2011 NTS K V. JUNE 02, 2011
�¢ Sg1j};R O� FILE NAME --
M: \SODS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-20 DWG. NO. W-20
SUBGRADE
1
3' MIN. 95% COMPACTON PIT RUN 3" MINUS
CRUSHED ROCK
5/8"-1 1/2"
I -
NATIVE MATERIAL IF -�
APPROVED BY DISTRICT' PIT RUN 3" MINUS
AND RIGHT-OF-WAY 90% COMPACTION CRUSHED ROCK
AGENCY CONSTRUCTION 5/8"-1 1/2'
REPRESENTATIVE
f
12" IMIN. 90% COMPACTION
t
SAND -SOIL ENGINEER APPROVAL
& COMPACTION TEST REQUIRE:%
PEA GRAVEL
5/8' MINUS CRUSHED
6" IMIN, f
1
2"-4" ROCK OR
SOILS ENGINEERING--- 90% COMPACTION ( OTHER MATERIAL
DETAIL NEEDED ` l LISTED ABOVE
NOTES:
1. BEDDING -IN RIGHT OF WAY, DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON -
PAVED AREAS.
2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL
UNLESS JUDGED UNSUITABLE BY THE
DISTRICT AND RIGHT-OF-WAY AGENCY
CONSTRUCTION REPRESENTATIVE.
3. TRENCH BACKFILL, BEDDING AND MATERIAL
TO CONFORM TO RIGHT-OF-WAY AGENCY
SPECIFICATIONS AND DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
(IN INCHES)
TYPICAL TRENCH DETAIL
REVISION DATEMAY 17 2011 1
SCALE DISTRICT APPROVAL DATE APPROVED
NTS K.V. JUN_ 02, 2011
N
& S ELM:\SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-33 DWG. NO. W-33
METER BOX LID
ANGLE BALL ANGLE BALL —
VALVE VALVE
`I
—SEE NOTE 1 —t
12"
r
STANDARD
I
f FLANGES
LOCKING
12"
WING NUT
HI-MOL
PLASTIC
CL. 200
FLOW
LOCKING
BALL VALVE
SEE NOTE 2
ELEVATION
NOTE 1:
1-1/2" METER = 13"
2" METER = 151/4"
NOTE 2.
COMPRESSION PACK JOINT:
FOR 1-1/2" DIA. USE FORD
#C86-66 (PACK END I.P.S.)
OR EQUAL.
FOR 2' DIA. USE FORD
#C86-77 (PACK END I.P.S.)
OR EQUAL.
NOTE 3:
METER BOXES SHALL BE INSTALLED
AS FOLLOWS:
2-FiDPE METER BOX BOTTOMS
NO, BCF1730128 STACKED
UPON EACH OTHER
1-HDPE METER BOX LID NO.
BCF1730.
METER BOX LID
METER BOX (TYP)
4 CENTER
24" MIN.
a � a
I
d
CAP OR PLUG
(2' BEYOND METER BOX (TYP)-j
METER BOX)
END VIEW
GENERAL NOTES:
FORD CUSTOM SETTER 1-1/2": #VBB76-128-11-66
FORD CUSTOM SETTER 2': #VB877-128-11-77-1525
METERS TO BE SUPPLIED AND SET BY THE DISTRICT.
ABOVE REFERENCED PART NUMBERS REFER TO ITEMS
MANUFACTURED BY FORD METER BOX CO, INC. THESE OR
EQUIVALENT FITTINGS TO BE USED.
METER SETTER TO BE APPROVED BY THE DISTRICT PRIOR
TO BACKFILL,
METER BOXES TO BE SUPPLIED BY DEVELOPER OR
CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY
MID -STATES PLASTIC, INC. METER BOX COMPANY.
1-1/2" & 2" METER SETTERS
(ALTERNATE NO. 1)
9%1 )�t NTS REVISION DATE$GALE DiStR1�7 APB MAY 17, 2011 ROVAL DATE APPROVED FILE NAM K. V. JUNE 02, 2011
M. \SOOS CREEK W&S\DESIGN STANDARDS\WTR DTLS\W-21 I DWG. NO. I W-21
8" MIN. ORGANIC TOPSOIL
PER KCC 16.82.100 TOPSOIL
1
3' MIN. 95% COMPACTON PIT RUN 3" MINUS
CRUSHED ROCK
1 5/8"-1 1/2"
NATIVE MATERIAL IF
APPROVED BY PIT RUN 3" MINUS
DISTRICT AND 90% COMPACTION CRUSHED ROCK
PERMITTING AGENCY 5/8"-1 1/2"
t
i
12" MIN. 90% COMPACTION
Ij
SAND -SOIL ENGINEER APPROVAL
& COMPACTION TEST REQUIRED
PEA GRAVEL
5/8' MINUS CRUSHED
6" MIN.
a _
2"-4" ROCK OR
SOILS ENGINEERING 90% COMPACTION / OTHER MATERIAL
DETAIL NEEDED LISTED ABOVE
NOTES:
1. BEDDING -IN RIGHT OF WAY, DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON -
PAVED AREAS.
2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL
UNLESS JUDGED UNSUITABLE BY THE
DISTRICT AND PERMITTING AGENCY.
3. TRENCH BACKFILL, BEDDING AND MATERIAL
TO CONFORM TO PERMITTING AGENCY
SPECIFICATIONS AND DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
(IN INCHES)
/ 5°pS CREW TYPICAL TRENCH DETAIL
(OUTSIDE ROADWAY)
�6
9� \ REVISION DATE
SCALE DISTR.0 APPROVAL DATE APPROVED
�P N r • MAY 17. 2011 NTS K.V. JUNE 02. 2011
W=396206
PLAN REVIEW 1 12-861
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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40908
JOB NUMBER: 16-137
DRAWING NAME: 16137A-WA-DT
DESIGNER: MEV
DRAFTING BY: NC
DATE: 5-25-17
SCALE: AS NOTED
JURISDICTION: SOOS CREEK
&SE AMP C2
DRAWING:
SHEET 5 OF 5