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11-1/4° BEND
CAP
22-1/2° BEND 45° BEND
TEE
90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL FIRM SILT COMPACT SAND COMPACT SAND & GRAVEL
FIRM SILTY SAND
90' 1 45' BEND 11 1/4° 90° 45° BEND 11 1/4- 9D` 45` BEND 11 1/4°
FITTING BEND TEE CAP OR PLUG & 22 1/2` BEND TEE CAP OR PLUG & 22 1/2• BEND TEE CAP OR PLUG & 22 1/2`
BEND BEND BEND
4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0
6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4
8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5
12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATFRMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BE.
..REA REFERS TO
FACE OF BLOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
�THRUST BLOCKING
/ NOT TO SCALE
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Know what's below.
Cal before you dig.
05/12/2022
TRUST BLOCK BE.
..REA REFERS TO
FACE OF BLOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
�THRUST BLOCKING
/ NOT TO SCALE
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05/12/2022
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TYPE B BLOCKING
FOR 45° VERTICAL BENDS
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TYPE A BLOCKING
FOR 11 1/a° & 221/z° VERTICAL BENDS
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300
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221/z
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PIPE SLEEVE
SEE DETAIL, THIS SHEET
F
SEE DETAIL
-------------
MIN
IMIN
5.
IVIIIV
PLANIVA
PIPE SLEEVE
on
PVC PIPE SLEEVE
- EPDXY SEALANT
PIPE
=_ _= EPDM MODULAR SEAL,
LINK -SEAL MODEL C
WITH 316SS BOLTS AND NUTS
• STD. PLAN - 320.4 Sht. 1 of 2
PUBLIC WORKS „ APPROVED:
DEPARTMENT 3", 4", AND 6 WATER METER
Marcm Pascu<na DATE
Public Works Adminis[aror
4-INCH WATER METER
NOT TO SCALE
NOTES:
1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE
ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS.
3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW.
5. INSTALL WATER METER RADIO &BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION.
MATERIALS
OA METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT
2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER
1" BALLCORP (MIPTxFIPT), FORD F61700-4-NL OR EQUAL, FOR 3" METER
O
METER TEST PORT
OR 1 �" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS
2"X2 �" ADAPTER (MIPTxMNST)
2 �" CAP (FNST)
O
ADAPTER
FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL
O
PIPE
CLASS 52 DI PIPE (PExFL)
O
VALVE
(2) GATE VALVE (PExFL) WITH HANDWHEEL
OF
PIPE SUPPORT
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
GO
SERVICE SADDLE
(2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL)
HO
BYPASS VALVE
(2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (PExFL) WITH 3" THREADED (IPT) FLANGE
lO
BEND
(2) 2" 90° BEND OR (2) 3" 90° BEND
O
BYPASS PIPE
2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED
OK
BYPASS METER VALVE
2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL
OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
OBYPASS
METER
2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
OM
METER FLANGE
2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
ON
UNION
2" TWO-PART UNION OR 3" TWO-PART UNION
00
TEE
2" TEE OR 3" TEE
OP
BUSHING
2"x3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG
OQ
WATER MAIN
CLASS 52 DI PIPE WITH RESTRAINED JOINTS
O
WALL FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7
O
CONCRETE VAULT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
O
DRAIN
MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
O
ACCESS HATCH
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL.
O
LADDER
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
OW
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
METER SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
676-WA
N0.676-BL
N0.676-MEW
N0.676-TL-2-332P
HHD-1C
4"
676-WA
N0.676-BL
N0.676-MEW
N0.676-TL-2-332P
HHD-1C
6"
4484-LA
N0.4484-BL
N0.4484-ML
N0.4484-TL-2-332P
HHD-2D
:-1•- PUBLIC WORKS �� STD. PLAN - 320.4 Sht. 2 of 2
APPROVED:
DEPARTMENT 3", 4", AND 6 WATER METER
Martin Vas[ucha DATE
Public Works Fdmin'irtrat°r
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W-420004 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
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DEVELOPMENT ENGINEERING
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ATER UTILITY r +' Q
05/19/2022 '
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1'� CivilErgirreers
1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: owwT>=: W
� sIN°IeaiE�l�ee,� T.L.
LarMscape Arohdects 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET HORIZONTAL- `'�°'��'�'
WATERSHED APARTMENTS 03/18/2022
CITY OFFlELDBOOK:uarw3 PERMIT REVISION JN 5/12/22 DT J'N' RENTON CIVIL CONSTRUCTION PERMIT �
LarMSurveyors
DRAWN: PAGE:
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J.N. ONE INCH i DRAWING N0: W
Ne��re DATUM Planning/Building/Public works Dept. PUBLIC WATER DETAILS C6.30 �
CHECKED: AT FULL SCALE
TACOMA SEATTLE DT IF NOT ONE INCH Q
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: � � °F� 46
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL