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MATERIA.IS
VALVE BOX AND LID
SECTION A -A
CL MAIN
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
0 VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
9400A RICH 9045 (NON -LOCKING)
COVER TO MATCH VALVE BOX
MANUFACTURER, TO READ "WATER",
VALVE BOX LID
WITH EARS IN DIRECTION OF WATER
MAIN
8' THICK HMA FOR VALVE IN PAVED
C HMA COLLAR
AREA OR 3'x3'x5" CONCRETE PAD IN
UNPAVED AREA
OPERATING
SEE DETAIL, THIS SHEET
NUT EXTENSION
WHITE MARKER POST WITH ANCHOR
Ea MARKER POST
BARB AND BLUE LABEL TO READ
"WATER", CARSONITE UTILITY MARKER
CRM3-056-08 OR EQUAL
AS-BUILTS WATER NOTES AND DETAILS
OF
BRENNON LANDING (VAUGHN TRUST PROPERTY)
A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
VALVE OPERATING NUT EXTENSION
2" SQUARE
I�r OPERATING NUT
4Y4" DIAMETER
Ya" MIN THICKNESS
IETER STEEL,
ASREQUIRED
1 - }7S" MIN THICKNESS
7 2 A" INSIDE MEASUREMENT
2Y/n" DEPTH
NOTES;
1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN T
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM
OF V LONG, ONLY ONE EXTENSION TO BE USED PER VALVE.
2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
AND PAINTED WITH TWO COATS OF METAL PAINT.
VALVE MARKER POST
14
NOTES
62"
1, VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES
OUTSIDE PAVED AREAS.
2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST
WITH Z" NUMERALS.
VALVE BOX, STD. PLAN - 330.7
s• PUBLIC WORKS navxovEo:
~ DEPARTMENT OPERATING NUT EXTENSION,
AND MARKER POST
DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT NIN CASE MARK I WITH BRASS
SAT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0.
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
D.7 4"
BLUE REFLECTIVE PAVEMENT MARKER,
STIMSONITE MODEL C98 OR EQUAL,
PLACED 4" FROM ROADWAY
CENTERLINE AS INDICATED BELOW
I MARKER
I
I
TWO LANE ROAD OFFSET MARKER
MARKER
� I
I I
I I
FOUR LANE ROAD OFFSET MARKER
i MARKER
1
u
1
I
ON 51DE STREETS WHERE THE HYDRANT 15
WITHIN 20' OF A MAJOR STREET, THE MARKER
SHALL BE INSTALLED ON THAT MAJOR STREET
MARKER
I I
I � I
1 1
FIVE LANE ROAD OFFSET MARKER
STD. PLAN - 310.3
. } PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED:
DEPARTMENT PAVEMENT MARKER
RECORD DRAWINGS AS BUILT
REVISION PER COMMENTS DATED
REVISION
RK
5/4/22
BJT
SURVEYM.
RK
7/7/23
BJT
DUM RK
IDRAwN. RK
cHE BJT
BY
DATE
APPR
BJT
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
90' BEND 45' BEND
A .� C
CAP J PLUG 22 Y° BEND
B D
TEE 11 �40 BEND " VALUES BASED ON SAFE BEARING LOAD OF 2,000f{3,0001 PSF
B SOILTYPE SAFE BEARING LOAD (PSF)
E
MUCK OR PEAT 0
SOFT CLAY 1,000
SAND 2,000
SAND AND GRAVEL 3.000
CEMENTED WITH CLAY 4,000
HARD SHALE 1D,ODO
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDLTIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0,25 SF BEARING AREA AGAINST THE FITTING.
4, CONCRETE BLOCKING SHALL BEAR AGAINST fITTINGS ONLY AND SHALL RE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7, IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAIN ED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
5TI3. PLAN 330.1
. PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS
VERIICJ - NAw I
H0MZ0NUL NAD 19D3 1991
DATU M
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL {SF}
PIPE
SIZE
PRESSURE
�
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4
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2f{1]
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6
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24 15)
17J{11}
13J[9)
7J{Sj
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14'
200
22f{13j
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12J[8)
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250
33J{22)
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z9J{]9)
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225
32J{21)
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18"
20O
36J{24)
2bJ{17j
20f{13)
1DJ[7j
Sf{4}
2U"
200
45J{29)
32J{21)
24J{lfij
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7J{41
24"
2U0
64J{43)
46J{30]
35f{23)
18J[12}
9J{6}
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
�20' 0�41�
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7/ 7/2023
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R-421229 �
W-421205
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS-BUILTS WATER NOTES AND DETAILS
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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