HomeMy WebLinkAboutW-404812SHAOIKLE RODS
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�PAN VIEW�
VALVE BOX LID WITH
EARS 1N DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
t � OPERATING NUT
I-
"WATER" CAST INTO IT
IF' MIN.
, ..
. .
18' MAX
4" GONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" ❑!A.
12"
1/8' MIN_ 71AICKNESS
SEE DETAIL
2 PIECE CAST IKON VALVE
80X, RICH-SEATTLE TYPE
OR QLYMPiC FQUNORY
1° STEEL
LENGTH AS REQUIRED
im1/8"
MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
r)EPTH
SECTION A --A
VALVE OPERATING NUT.
EXTENSION
f�1:1 Vli+lEl��:�'U[�l►■I��l■�U�►'gyNl�■►I�11�
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED C +RADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE. ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED A5 NOTED. AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAID! LINE VALVES OUTSIDE PAVED AREAS
3"
MIN.
WIDTH
VALVE MARKER POST
WHITE POSTI
+ t PUBLIC WORI1 VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENTIN UT EXTENSION
M4RCI.1 2010
MARKER MARKER
I
.4
14
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT 15 ON {4" FROM
DOTS OR PAINTED LINE)
MARKER
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT 1S
ON (4" FROM DOTS OR
PAiNTED LANE DIVIDER)
HYDRANTHYDRANT MARKERS
!'WISED PAYMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
MARKER
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO SE IN13TALLE❑
ON THAT MAIN STREET
MARKER
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
' STD. PLAN - 310.3
+ Alm
" PUBLIC WORXS HYDRANT MARKER LAYOUT
� DEPAI2'PME:SIT
MARCI'1 2010
I:
0
a
0.
11-
I
11-1/4- BEND
i
CAP
ASBUILT WATER NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
22-1/2' BEND
TEE
45' BEND
a
~� 90' BEND
THRUST BLACK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND D9WNWARO VERTICAL BENDS
Solt
FIRM SILT OR
FIRhI SILTY SAt•10
rQAIPACJ SAND
CQUPA,CT $.AND !k GRAVk3
90'
45- BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
PITTING
MNF}
TOE
CAP 4R PLUG
& 2.2 1/2'
BEND
TEE
CAP OR PLUG
& 72 1/2'
BEND
TEE
CAP OR PLUG
do 22 1/2'
i v+u
EIEND
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2.9
2.1
2.1
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2.2
1.6
1.8
1.0
6
13.3
9.4
9.4
3.5
63
4.7
4.7
1.9
5.11
3.5
3.5
1.4
23.3
16.7
16 7
6.7
1.7
.4
#
3.4
9.9
6.3
6.3
2.5
12-
53.0
37.5
37.5
Is.n
26.5
18.8
11$a
7.5
20.0
14.0
1a.0
5.6
AREAS CALCULATED ON 30Q PSI TEST PREMURE. 3'-O" WN. COVER FOR WATERMAIN LESS THAN T2".
4'--V MIN, CQVF-R FLON WATERMAIN 12` OR GREATiR.
MAY HEIGHT 9F THRUST BLOCK (FT) = 0.5 x DEPTH CF TRENCH
MIN. I4EIC;IT OF THRlJ5T BLOCK (FT) - GO. PIPE + 1.0'
TIiRUST BLDDS REARNG
AREA REFERS TO �"E
FACE Vf BLOCK MEASUF
!N SQUARC FEET
N OTE5_:
1. LOCATION AND SIZE 'OF 9LOCEUNC FOR PIPE LARGER THAt't 12"OIAMETER AND FOR FML TYPES
DIFFERENT TRAN SHOWN MALL BE DETERMINED BY THE ENONEEk
2, ALL BLACKING SHALL 6E POURED IN PLACE AGAINST UNDISTLIRBIED NATIVE GROUND.
3, ALL PWRED 74Rt1S7 OLOCxS SHALL BE DACKFILLFD AF7R i'AIN- 1 DAY- PRFS5URE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL CO1APREVS VE STRENGTH,
4_ ALL BLOCKING SHALL HE CONCRETE CL 5
5, BLOCKING AGAINST FITTINGS SHALL HEAR AGAINST THE GREATEST FITTING SURFACE AREA
POS519Lf, RUT SoijA t- NOT COVER OR ENCLOSE BFLL ENOS..101NT BOLTS OR 6LAp1D5
REASMAiH.E ACCESS TO BOLTS AND GLANDS SHALL HE PROVIDED,
CONCRETE BLOCKING FOR STD. PLAN - 330.E
+ PLTBLiC WARES
DEPART'MEN'1' HORI�fl 1TAL AND DOVVNVVARD
VERTICAL BENDS MARCII 2010
INSIDE HOUSE
PREFERRED CONFIGURATION
10) 8 lo 2 I
FLOW
ADJACENT TO WATER N+ETEk
PROPEATY LINE - - -- - SAWDUS=
fl i6i (9)!51 FILL
mow, mpq
kL
2cMIAC7J
FROM "P WATER
METER 1-.. 101:. 3 '(10)': S i':ID' 4
t 2 E FLOW
4uTS0E FOUNDATION
f 5 1 l 6 1 (9 l 15 J SAWDUST FILL
FLOW
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
#
ITEM
AM7
1
4C' GAL.VANIZEC StEEL ElJ3OW
4 EA.
2
3/4" PACKING JOINT CDUPLNG W/MALE IRON PIPE
2 VA.
THREAD FOR COPPER PIPE SERVICE: FORD C04-33 OR
EQUIVALENT FOR GALVANIM PIPE SERVICE=FORD C85-33
OR EQUIVALENT
3
PRESSURE REauaNG VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET.
WILKINS 604 SERIES OR EQUAL (WITH INTERNAL BY15ASS
AND STRAINER)
#
3/4" CLOSE UNION - BRASS (AA X F)
1 EA.
S
3/4" BRASS VALVE
VARIABLE
6
12" 'STANDARD METER BOX W/SQU0 COVER
1 EA,.
CONCRETE: 17 1/4 X 25 5/8 INSIDE DIMENSIDNS. EQUAL TO
FOG TITS METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE
❑IMEN5 DN5, EQUAL TO BROOKS METER BOX
i
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
R
3/4" X I/4" X 3/4" STD. BRASS TF.E
1 EA.
9
1/4" PETCOCK (M x F)
1 EA.
1C
314' BRASS NIPPLE
VARIABLE
FU NC T10N
THE FUNCTION OF A PRESSJR€ REDUCING VALVE IS TO REDO,,
HIGH-WATER Pd2E55URE5 IN THE SERVICE CONNECTICIN TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSIINSTALLA11ON OF A
PRESSURE REDUCING VALVE IS REQUIRED MERE THE! SERVICE
CDNNECTION PRESSURE EXCEEDS BO POUNDS PER SgUARE INN
IN ACCOROANCE TO THE UNIFORM PLUMBING CODE.
IN S TALL A TION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED Oct
THE COST0 4ERIS PROPERTY HDGWNSTREAM" Of THE
METFR BOX- RESPONSaRILITY FOR PROPER INSTALLATION,
9PERATIAN. AND MAINTENANCE OF THE VALVE SHALL BE
AMIAE4 BY THE CUSTOMER, THREE POSSIBLE
CONFIGURATIONS FOR NSTALLATION OF THE VALVE ARE
"OWN ABOVE. A BUILDING DEPARTMENT PLUmBING
PERMIT IS REQUIRED PRIOR TO INSTALLAT1U
*UPC REQUIRES PRVS ON DOMESTIC SERVICES
WHERE SERVICE PRESSURE > 80 PSI, WHICH
CORRESPONDS TO AN ELEVATION OF APPROX.
< 380' IN THIS PRESSURE ZONE (565')
V ' STD. PLAN - 340.
a PITBLIC' WORNS a4" & 1" 1NDIVIDUAL PRESSURE REDUCING
* DEPARTMENT VALVE ASSEMBLY
BENCHMARK
FOUND PUNCHMARK IN 1 y4" BRASS FOUND PUNCHMARK IN BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/' 11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 RECORD DRAWINGS AS BUILT
\l�Jl1
REVISION
TJS
1/12/22
BJT
SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERncAu NAVD 1988
HORIZONTAL' NAD 1983/1991
DATUM
n
T
TYPE A BLOCKING
,. nr.. .� ar nTin x. Drone
FI
S
TYPE B
CONCRETE BLOCKING FOR VERTICAL STD, PLAN - 330-3
�mp
PUBLIC WORDSFITTINGS DEPARTMENT
ARCH 2010
CITY OF
RENTON
Planning/Building/Public Works Dept.
3.TALf/
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W-404812
IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne
ASBUILT WATER NOTES + DETAILS
FOREST TERRACE PLAT
PULTE GROUP, INC
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
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DATE,
2/7/2022
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SHEET: 55 OP 89
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