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12, MI
18' Mr±
SEE
A PLAN VIEW
4VAlER
SECTION A -A
VALVE BOX LID WITH
EARS IN DIFECTICN OF
WATER VAIN AND WDRI
"WATER" CAST INTO IT
CONCRETE COLLAR FOF
VE-S IN PAVED AREAS
:'I ECE CAST IRON VALVE
K, RICH-SEATTLE TYPE
OLYWPIC FOUNDRY
2" S�U.�IRE
OPERATING NUT
4-1/4" DIA.
1/8MIN. THICKNESS
TELL
aTH AS PC-QUIRED
wj 1 f$" MIN. THICKNESS
!! -- 2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE -
EXTENSIONS ARE REQUIRED WHEN) VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTEN1SIGNS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED nR VALVE,
NOTE; ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO GOATS PF METAL PAINT,
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSCNVITE UTILITY MARKER
VALVE MARkLR POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T-77
38"
62"
f I+
24„
�3
3"
AKIN,
WIDTH
VALVE MARKER PAST
WHITE POST
h
7
Q
a
ASBUILT WATER NOTES AND DETAILS
FOR
ALL UIM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
CAP
22-1/2- BEND
TEE
45' BEND
90' BEND
THRUST BLOCX BEARING AREA IN SHARE FEET (SEE NOTES) FOR HMIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SALND
COMPACT SAND
091VIP.ACT SANE? do GRAVEL
9a'
45' BEND
11 1 /4'
9fl'
W BEND
11 1 4'
90,
45' BEND
11 1 /4'
F11T7NG
RrwD
TEf
CAP OR PLUG
& 22 1/2'
SEND
TEE
CAP OR PLUG
do 22 1/2'
GFIgV
TTf
CAP OR PLUG
& 22 1/2-
BEidO
BEND
BEND
4
7.fl
�,2
4.2
1.7
2.9
1.1
2,1
1.0
2.2
1.6
1_6
1.4
5
13.3
9.41
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
8.9
&.3
8.3
2.5
12
53.4
3 .5
37.5
15.d
26.
i&9.
12.8
7_S
O.4
Sd.IS
14A
S.6
AREAS CALCULATED 9N 340 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12".
4--0" MIN_ COVER FOR WATERMPA 12" OR GREATER_
MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE %0-
TRUST BLOCK BE
2EA REFERS TO
�C CF BL0CX Ai
dN SOIJ ARE FEET
MOTES;
1. LOCATION AMID SIZE OF BLOCKING F-OR PIPE LARGER THAN 1?-DIAMETER AND FOR SOIL TWF-5
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINFE#i.
2. ALL 8L9CKING SHALL VL 00UFiED IN PLAL9 AG0431 UNI}ISTUF-BEb 140W GROUNLI.
3- +ALL POURED THRUST BLOCKS SHALLOE BACKFILLED AFTER WIN. 1 DAY_ PRESSURE TESTING
SHALL OCCUR AFTER COINCRE7E HAS REA04ED NOMINAL CONPRES,SIVE STRENGTH.
4. ALL FLO&ING SHALL RE rOKRt;TT' CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTI*G SURFACE AREA
POSSALE, SLIT SMALL NOT COVER OR ENCLOSE RELL ENDS" JOINT $OL7T OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
WATER MAIN
2" CLOSE NlIPPLF
2" 9C' ELBOW
CONCRETE BEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK Tfl BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2. IP5 TAP SHALL DE A
ROCKWELL 482 END CAP
COUPLING.
2" CALV,AN17-ED IRON PIPE
AS REQUIRED.
2" GALVANIZED iF�ON PARE, 12"
LONG.
PLAN
TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED
EQUAL TO RICH VALVE CO. STANDARD (5UL DWG GP45 / PAGE 6090)
6" TOP SECTION, OITIH REGULAR
SASE SECTION LENGTH TO FIT. INSTALL 2" 90' ELBOW, SCRFWFD
2" PLUG, 5CREWED
2" GALVANIZED IRON PIPE 12" LONC 2" GALVANIZED IKON PIPE
AS REQUIRED.
2" RESILIENT CATE
VALVE, 'SCREWED INSTALL 2" 90' EL80W.
- SCREWEV
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
SHACKLE ROOS
4, # PUBLIC WORKS
DEPARTMENT
TYPE A BLOCKING
rnn
ii ",, a_ nn.._ urn rinA�
drrinD
TYPE B
CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
FITTINGS
MARCH 2 010
PUBLIC WORKS VALVE BOX, MARKER & 0PER.ATING S. PLAN - 330.1 CONCRETE BLOCKING FOR STD. PLAN - 330.E STD. PLAN - 3�40.2
+ + ; PUBLIC Wa tT�S I-IQF ISO ITAI_ AND QGINNV�fARD Am ; PTJBLiC WORKS 2" BLOW -OFF y 3, T
DEPARTMENT NUT EXTENSION 2010 DEPARTMENT VERTICAL BENTS MARCH 2010 DEPARTMENT TEMPORARY A55EIViBLY MARCH 2O10 W
/
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
SURVEYED:
BCE
DESIGNED:
BJT
BK
11/20/18
BJT
DRAWN
RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CI TY OF
RENTON
Plonning/Building/Public Works Dept.
CITY OF RENTON
DEPARTMENT OF= PUBLIC WORKS
APPROVED BY
APPROVED BY
APPROVED BY
APPROVED BY
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DATE W
DATE71
DATE
0 CON
DATE
WATER NOTES AND DETAILS D 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET 3 GF:68