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11-1/4' BEND
-E��4
CAP
22-1/2' BEND 45' BEND
TEE
90' BEND
THRUST BLOCK BEARNG AREA IN SCUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM 51LT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND ik GRAVEL
W.
45' BEND
11 1 /4'
90'
45' BEND
11 1/4'
90,
45' BEND
11 1 /4'
ril TlNG
KND
TEE
CAP OR PiUC
22 1/2'
SEW)
TEE
CAP OR PLUG
* 22 1/2'
BEND
TEf
CAP OR P4uC
$ 22 1/2'
BEND
BEND
SEND
4"
7-0
4.2
4.2
1-7
2.9
2-T
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22
1.6
1-1153
1.0
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13-3
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9.4
3.8
6-7
4-7
4-7
1-9
5-0
3.5
3.5
114
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
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37-5
37-5
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26.5
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18,6
7.5
2AL
14-
14-0
5-6
AREAS CALCULATED ON 3DO PSI TEST PRESSURE. MIN- COVER FOR WATERMAIN LESS THAN 12".
4'-C" LAIN- COVER FOR WATERMAIN 12" OR GREATER,
MAX. HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT} ,. D.D. PIPE + 1,0•
11RUST BLOCK 13E,
REA REFERS TO -
4C£ OF BLOCK II
IN SQUARE FEET
L L+)CATION AND SIZE OF FLOCKING FOR PIPE LARGER THAN 12'DIAmITTER AND FOR $OIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL UccKmc SHALL BE PouREO IN PLACE AGAINST UNDISTURBLD NATIVE CROUMU.
i ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALA RILOC1{ING SHALL BE COMk RFTE CL 5
5. BLOCNING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FIT11tZ SURFACE AREA
POSSIEELEr RUT SHALL NOT COVER -DR ENCLOSE BFJ_ ENDS. JOINT 9OL75 OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVMED,
(++ PUBLIC WORKS
��yDEPARTMENT
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CONCRETE BLOCKING FOR
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
STD. PLAN - 330.2
MARCH
WATER NOTES AND DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRA WING
SHACKLE RODS
(TYP)
R
2 TURN8UCKLES
THREAD G'
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CAUTION VALVE BOX SHOULD NOT BEST ON n
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE SREAKAGE Ci THE SERVICE.
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•` PRIVATE PLUM9ING
9" MIN, g SHALL COWECT
''.• �+ 12MAX. HERE
OEM
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14 7
2" BRASS PLUG
dRUSHEU ROCK BASE (THREADED)
TO SUPPORT VAULT.
BY FASS NOT ALLCMED
FOR IRRIGATION 4fETERS
4 1 2 3
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1-1 /2 81JU 2" Ut1A1ER SERVICE DETAIL \-VIFT x OVICK JOINT
B
R INSIDE 13ADIUS OF SHACKLE ROO BEND MATERIAL E�2 $T F " VICE WT+4 METER LOCATED IN RIGHT -Of -WAY BEHrNf1 SIDEWALK,
1. 2 tapped tee on new water meter-
Ld '_ 4" long k 2" brass nipple with threaded ends (MIPT), -A
t Ld 2" resilient sect valve with threaded ends, square operating nut and valve nut extension IF TCLiC 2" HREAD DEVICE
DRILLDIA.HOLE FOR
In required (see standard detoR 330,1)- TOUC
4. Two piece cost rron valve box. Standard S" top sectron wrth regular base section, length to
1A Elk. -lug" type cover,
SHACKLE RODS 5. 2" brass bushing (MIPT x WIT) 2 each 2" brass or bronze nipFles.13" length, threaded ends 2
(TYP) R aach 2"-90" brass or bronze elbows (FIPT x FIPT)
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
R 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RIB
S. ?" #hreaded brass 90' ell- 2-1/2" MIN_ FROM NEAREST
`\. 9. 2" Custorsetter with by-pass Ford VSH 86-128-11-77 (t7-3/16") or Mc4onold brass
30137T5WDWF 75, with flanged angle ball valve and padlock wings On Inlet, and angle check valve AND FRONT EDGE OF PIT LID
auUet, ball vulva an bypass witir, padlock wings. Customsetter shall have vertical inlet and Outlet.
10. Rigid meter spreader to be supplied and installed In meter setter try contractor.
2 TURNBUCKLES - 11. Water meter shell be supplied and Installed by City of Renton upon payment of o0 related water
meter fee and sotlsfact❑ry pressura and purlty tests.
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TYPE A BLOCKING
FOR 111/4' & 221/2' VERTICAL RENDS
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4"
300
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214
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6"
300
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24
222
8'
3
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24
2
12°
300
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TYPE A THREAD 6"
I.E. 17 x3D equal to Mld-States Plostics, Inc- SCF Series MSBCF 1730-18 with 2 thick UuCtde irvn
domond plate cover 187'01` egui❑h to Wd-Stotes Plastics, Inc- MSCPC-1730-R with 2' drilled hale
for touchread pit lid, and meter read Ild.
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;1 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property
owner is responsible for any necessary adoptatron or extension of water service.
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1. 2" topped lee on new water maln
4 a a
2. 4' long X 2" brass nipple with threaded ends (marl').
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3. 2" rosdlent seat valve with threaded ends• square operating nut and V431VO nut pxtonsion If raqufred
4 .0
(v" stondord detail 330.1).
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#. Two piece cast iron valve box. Standard S" top section with regular base sectlon, length to fit.
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"lug" type cover.
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5. 2" y 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 5" length
a d
6 a
(thre❑dad ends), 2 Bath 1-1/2"-9W braes or bf6n7a elbows (11PT x FIPT)
n6.
1-1/2" (MIPT) x compression Flitting, Ford C84-66 cr equal,
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
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1-1/2" sat# copper type K or awes nipples, length to fft.
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8. 1--1/2" pock --joint 9D' ell, for Ford L44-77 Or equal,
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9. 1-1/2" Customsetter wrth by-pass Ford VBH 66-128 x 13 3/16` ar McGcnold brass, with flanged
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ajngle ball valve and padlock wings on Wet, and angle check valve outlet, boll valve on bypass with
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padlock wings. Customsetter shall have vertical Inlet and outleL
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10. Rbgid meter spreader to be supplled and installed in meter setter by contractor.
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IL Water meter shall be supplled and Installed by City of Renton upon payment of all related water
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meter fee and sate Slactofy prensure and purity teste-
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12. 17%30" equal to Mid -States Plastics, Inc. SCF Series MSBCF 1730-15 with 2° thick Ductlle iron
4
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demand plate cover 1E3"x31- equal to Mid-Sto#es Plcs#lcs. Inc. lASCBC-1730-R with 2" drilled hole
d a 4
for touchread pit lid ❑nd meter read ild.
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13. 1-T/2" coupling (compression x FIPT) wilt, 1-1/2" p4ug (MIPT), Ford 0-T4-66 ar equal- The
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property owner fs responsible for any necessary adaptotion or extension Of water service
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIYEWAY5 CMIII I RF rART-'Pnm 9-01IAI Tn ni YLRIr'
FOUNDARY.
I S
EXPANSION JO#NTS MUST BE INSTALLED 12" MiNIMLW ON BOTH
TYPE B $DES OF MFTTER sOx.
Aill PUBIC KrORi{
CONCRETE BLOCKING FOR VERTICAL STDPUBLIC WORKS 2 AND 12"
. PLAN - 330.3 WATER SERVICE LOCATED STD. PLAN - 320.3
+ DEPARTMENT FITTINGS+ + DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK
MARCH 2010 FEBRUARY 2010
BY:
SAO �F W A Sys
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24661
C / S T F.
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APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
3/13/2019
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BY: DATE:
BY: DATE:
BY: DATE:
SURVEYED:
BCE
SCALE:
VERTICAL: NAVD ,988
HORIZONTAL: NAD ,983/,99,
DATUM
CITY OF
',
RENTON
Planning/Building/Public Works Dept.
WATER NOTES AND DETAILS
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
4
REVISED PER AS -BUILT CONDITIONS
cK
09113117
AS
DESIGNED:
ZTW
CP-03
ZTW
02/24/17
AS
CP-02
ZT
W�
01/30/17
AS
DRAWN:
Zjyy
ONE INCH
ADDENDUM #2
ZIrYT
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
No.
REVISION
BY
DATE
APPR
APPR�OSVED:
03/13/2019
FIELDBOOK:
PAG E:
DRAWING NO:
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W-393708