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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-511D OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4,875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
®® ESECTION LENGTH TO FIT. VALVE NUT EXTENSION
EXPANSION JOINT AT
2"-1 6(
OF SIDEWALK AS REQUIRED.
�CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
O
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16' x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MMIN 3' RADIUS
IN 3' RADIUS
Ti
1 y ONE MAN ROCK
�6 1 1
6" CONCRETE PAD 6 ` 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
'D STD. PLAN - 310.1
!® PUBLIC WORKS FIRE HYDRANT ASSEMBLY
7� DEPARTMENT
MARCH 2O10
C800, C812, C813
1-1/2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON 10 11
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
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CITY
PIPING
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> IN UNIMPROVED >
RIGHT-OF-WAY INSTALL METER
BOX AT PROPERTY LINE WITH
12" LONG COPPER TAILPIECE 2
a
9" MIN.
12" MAX.
LEAVE EXPOSED - - 0
n M U 12„
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
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V
I BASEHTO SED UPPORT
A A
VAULT.
-
DRILL 2" DIA.
HOLE FOR
J
TOUCHREAD DEVICE
QUICK -JOINT
COUPLING x MIPT
CAST IRON OR DUCTILE IRON WATERMAIN
2-1/2" MIN.
FROM NEAREST
NOTE:
AND FRONT
EDGE OF PIT LID
THE CENTER
OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH
RIBS UNLESS THE RIB SPACING ALLOWS
-F
THE NUT TO
TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN
ONE RIB.
TYPICAL RIB
MATERIAL LIST 0SERVICE METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
1. 2" tapped tee, on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate volve with threaded ends, square operating nut,
and valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular
base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x
FIPT).
5. 2 each 2" brass or bronze nipples 6" length. threaded ends. 2 each
2"-90° brass or bronze elbows (FIPT x FIPT).
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to
fit.
8. 2" threaded brass 90' ell.
9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16"
), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged
angle ball valve and padlock wings on inlet, and angle check valve
outlet, ball valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and Installed In meter setter by
contractor.
11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and
purity tests.
12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole
for touchread pit lid, and meter read lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66
r equal. The property owner is responsible for any necessary adaptation or
extension of water service.
PRIVATE
PIPING
NOTE:
NOT USED
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
1� STD. PLAN - 320.2
!® PUBLIC WORKS 1 12'. AND 2" WATER SERVICE LOCATED
7� DEPARTMENT IN PLANTING STRIP
MARCH 2O10
�E&
11-1/4° BEND 22-1/2' BEND 45° BEND
CAP
TEE 90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4'
90•
45' BEn
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22
BEND
TEE
CAP OR
BEND
TEE
CAP OR PLUG
& 22 1/2°
BE O
BEND
4"
TO
4.2
4.2
1.7
2.9
2.1
2.12.2
1.6
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.75.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.48.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.820.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. X-C" MIN. COVER FOR WATERMAIN 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'
iRUST BLOCK BEARING
REA REFERS TO THE
..\CE OF BLOCK MEASURED
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. i 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 MARCH 2O10
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C800, C812, C834
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CONSTRUCTION RECORD
DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether
(THE
I Dakota Simurdak (THE
Cn
00
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY
CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J11
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
<
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
x��iae�l�uet�ew
x Dakota �i�sruwcia�
5
BY THE CONTRACTORS AS -BUILT REDLINES.
o x
r2
1-J800, C812
J
C800, C801, C 11-C813
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
PLAN
F------------- ---- - - - ----�
6„ a
MIN V
i'1 P
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6.. E A B D 5"
�[MIN I MIPJ
®0®
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--- MI
PIPE SLEEVE I J K L M i N 12N H
---------C --
SEE DETAIL, THIS SHEET L__________ ___I____ -
.. 0
f
SEE DETAIL
SHACKLE RODS
ELEVATION
MIN
PIPE SLEEVE
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 DEPARTMENT 3", 4", AND 6" WATER METER
c^o -T PPE A BLOCKaING ^ oc^ ^c
TYPE B
ti�Y O CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
+ +� PUBLIC WORKS FITTINGS
DEPARTMENT
�FN Cps MARCH 2O10
C M K
10/ 19/21
TJE
SURVEYED:
C M K
12
20
21
TJE
DESIGNED:
cMK
CMK
02 18 22
TJE
CB
06
17
22
TJE
DRAwN. DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
C811-C813
�WAS&N'(;'
Jul.Ca11811 o��s�IS��SIO74NAL EV two business days
before you dig 10/14/2024
SCALE:*VEffn_
HORIZONTAL' NAD 1983/1991
AS SHOWN
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
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 BYTHE
ENGNEER. 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
0METER
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 FB1700-4-NL OR EQUAL, FOR 3" METER
O B
METER TEST PORT
OR 1 X" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS
7X2 Y2" ADAPTER (MIPTxMNST)
2 Y2" CAP (FNST)
OC
ADAPTER
FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL
OD
PIPE
CLASS 52 DI PIPE (PExFL)
OE
VALVE
(2) GATE VALVE (FLxFL) WITH HANDWHEEL
FF
PIPE SUPPORT
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
OG
SERVICE SADDLE
(2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL)
OH
BYPASS VALVE
(2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE
OI
BEND
(2) 2" 90" BEND OR (2) 3" 90" BEND
O
BYPASS PIPE
2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED
2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL
OK
BYPASS METER VALVE
OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
O
BYPASS METER
2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY
O
METER FLANGE
2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
NO
UNION
2" TWO-PART UNION OR 3" TWO-PART UNION
O
TEE
2" TEE OR 3" TEE
OP
BUSHING
2"0/4" BUSHING OR 3" x3/4" BUSHING WITH 3/4" PLUG
®
WATER MAIN
CLASS 52 DI PIPE WITH RESTRAINED JOINTS
OR
WALL FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7
OS
CONCRETE VAULT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHTTO DRAINAGE DITCH WITH WIRE
OT
DRAIN
MESH RODENTSCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
TWO LOCKING HINGEDALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
OU
ACCESS HATCH
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL.
OLADDER
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
NO.676-BL
NO. 676-MLW
NO. 676-TL-2-332P
HHD-1C
4"
676-WA
NO.676-BL
NO.676-MLW
NO.676-TL-2-332P
HHD-1C
6"
4484-LA
NO.4484-BL
NO.4484-ML
NO.4484-TL-2-332P
HHD-2D
STD. PLAN - 320.4 Sht. 2 of 2
,-� PUBLIC WORKS APPROVED:
DEPARTMENT 3", 4II , AND 611 WATER METER
DATE
FLOOR FLANGE
MECHANICAL ROOM 7 I
BUILDING
50' MIN
FDC ASSEMBLY TO BE LOCATED SEE NOTE 3
DOWNSTREAM OF BACKFLOW ASSEMBLY
N\
CONCRETE BLOCKING
PIV
50' MAX SEE NOTE 2
-,,,-APPROVED DCDA OR RPDA
PER TO PLAN 350.3 OR 360.4
PRIVATE PROPERTY
ROW - . .
50'
FIRE HYDRANT-/ MAX
ASSEMBLY y I
CONNECTION TO WATER MAIN
(1) TEE (FLxFL)
(3) GATE VALVES (FLxMJ)
WITH CONCRETE BLOCKING
NOTES:
1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING.
2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC.
3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50, FROM BUILDING.
4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND
ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY
OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV.
5. THE FDC AND PIV MAYBE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3.
COMMERCIAL FIRE SPRINKLER SYSTEM STD. PLAN -370.2
L -} PUBLIC WORKS APPROVED:
DEPARTMENT 3" TO 10" DCDA OR RPDA
OUTSIDE INSTALLATION DATE
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
Planning/Building/Public Works Dept.
C800, C812
7
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FIELDBOOK:
PAGE: O
DRAWING NO:
C831 W
STANDARD WATER DETAILS SHEU` 36 �`44