HomeMy WebLinkAboutS-362611PRESSURE GAUGE, SEE
SPECIFICATIONS
Y2" STAINLESS STEEL Y2" STAINLESS STEEL
NIPPLE AS REQUIRED, -- DIAPHRAGM SEAL
TYP. OF 3
Y2' STAINLESS STEEL TEE
Y" STAINLESS STEEL BALL X\ .—
VALVE, TYP. OF 2
Y2" STAINLESS STEEL
THREADED TAP
PROPOSED — r T/
FORCE
MAIN PIPE
PRESSURE GAUGE DETAILS MDi
sa,
NOT TO SCALE
CLEVI:
unrru 17Dnu17
HOLE IN CONCRETE WALL OVERSIZED TO FIT
NPC WATERSTOP GROUTING RING AND PIPE
PER MANUFACTURER'S RECOMMENDATIONS
PROPOSED4 "AND
LARGER PIPE
PROVIDE NPC WATERSTOP GROUTING RING OR
APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH
SIDE WITH WATERTIGHT GROUT OR EQUIVALENT
PIPE PENETRATION DETAILS 602
NOT TO SCALE S03
NOTE:
' PIPE AND CONDUIT PENETRATIONS LESS THAN 4' SHALL BE
GROUTED WATER TIGHT AT BOTH SIDES.
ALL PROPOSED CAST IN PLACE PENETRATIONS SHALL BE SEALED
USING THE OMNI SLEEVE SIGMA FLANGE WITH THRUST RESTRAINT.
" PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER
THE DETAILS ABOVE.
TIE ROD
SHACKLE ROD FITTING
SCHEDULE - - --
SHACKLE ROD
FITTING NUMBER SIZE —
4' 2 314"
6' 2 3l4'
an 2 314' NUTASSEMBLY
TIE BOLT
TIE BOLTS SHALL BE INSTALLED
PER MANUFACTURER'S WRITTEN
RECOMMENDATIONS
SHACKLE ROD DETAIL 603
NOT TO SCALE M01
8" SST ANCHOR BOLTS.
EXTENDEDMORKING POSITION t
NOTE:
1. ALL HARDWARE FASTENERS, CHAINS AND POSTS SHALL BE
STAINLESS STEEL. THE POSTS INSIDE THE VALVE VAULT CAN
BE GALVANIZED.
2. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING.
3. SAFETY CHAIN SHALL COVER ALL 4 SIDES OF HATCH
OPENINGS ON THE VALVE VAULT.
ACCESS HATCH SAFETY CHAIN DETAILS 5�
NOT TO SCALE S03
NOTES:
1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE
VAULT. LADDERS SHALL BE FRP WITH STAINLESS
STEEL HARDWARE INSIDE OF WETWELL.
2. LADDER MUST MEET CONSTRUCTION
REQUIREMENTS OF ANSI A14.3
HATCH CURB
OPENING
BAR 3',
212 "xV2" BRACKETS T &B, 8'
O.C. MAX. VERTICAL
SPACING
SST LADDER SAFETY POST, BILCO
LADDER -UP OR EQUAL, INSTALL
PER MANUFACTURER'S
RECOMMENDATIONS.
STRINGERS, FB 2Y "Xy" LADDER RAILS,
PUNCH TO RECEIVE RUNGS
CONCRETE WALLIRISER
ACCESS HATCH LIMITS —\ — - — — - —A -- —
18" 7" MIN.
1� DIA. RUNGS, EQUALLY J u
SPACED VERTICALLY @ 12
O.C. PLAN
12" 2"
TYP.
ACCESS LADDER DETAIL 505
NOT TO SCALE S03
\C4
11 1479=
"CH SLEEVE EA SIDE TO
;EIVE EYE BOLT SO THAT
CH MAY CLOSE
ITEEL POST
STEEL POST
BEARING BOLT
WITH COTTER PIN
SST SLEEVE
PROVIDE ADDITIONAL
DIAGONALBRACKETS AT TOP
CONNECTION
%" CONCRETE ANCHORS,
(TYP-)
IN LIEU OF TOP DIAGONAL,
EXTEND RAILS AND BEND 3" AT
FLOOR. SECURE WITH %"
CONCRETE ANCHORS
AS REQUIRED
STANDON ADJUSTABLE
PIPE SUPPORT
2"O GALVANIZED
STEEL PIPE
(2) 518 "0 SS DRILL AND EPDXY
ANCHOR SYSTEM EQUAL TO HILTI
HIT C100" WITH SS NUT AND
WASHER, EMBED 4" MINIMUM
VALVE VAULT FLOOR.
VERTICAL PIPE SUPPORT DETAIL
NOT TO SCALE
ENTIRE LENGTH
4.25 "DIA. 118" MIN. THICKNESS
IIBidiM11aIIILy[IN *11
pli&*Y01110:19
1" DIA SOLID METAL
- STOCK, LENGTH AS
REQUIRED
"SETSCREW
2.25" INSIDE MEASUREMENT
2.25" DEPTH
OPERATING NUT EXTENSION 6006
OPERATION NUT EXTENSION PER
DETAIL 606 THIS SH!
C05
VALVE BOX, PER CITY OF RENTON
STANDARD DETAIL
INSTALL VALVE PLUMB AND VERTICAL.
PRETEST CLUSTERS PRIOR TO
INSTALLATION.
ECCENTRIC PLUG VALVE (FLxFL), FOR GEAR
ACTUATORS, CONTRACTOR SHALL ORIENT
PLUG VALVE SO SEAT IS TOP OF VALVE AND
PLUG ROTATES UP 90" TO OPEN, AND WHEN
CLOSED FLOW IS AGAINST FACE OF PLUG
FOR PVC, PROVIDE VAN -STONE STYLE
FLANGE ADAPTER (FLxS). INSTALL PER
MANUFACTURER'S RECOMMENDATION.
:KFILL AROUND VALVE WITH
11PACTED CRUSHED ROCK
FLOW
PROVIDE 4' THICK CONCRETE
SUPPORT BLOCK UNDER VALVE, TYP
ISOLATION VALVE DETAIL 607
NOT TO SCALE CO2
REVISED TO CONFORM
I TO CONSTRU ION RECORDS
Sm36261 4
RH2 E NEERING INC.
4ATE
SIGNED.- 01/17/73
SIGNED; 01/17/13
WL
E N G I N E E RS
PLANNERS
SCIENTISTS
Mw
RH2 ENGINEERING, INC.
http: / /%ww.rh2,com
mailbox@rh2. com 1.800.720.8052
BELLINGHAM 3so.ns.oe3s
454 West Horton Road
BOTHELL v5ssr saoo
22722 29th Drive SE, Suite 210
EAST
WENATCHEE soe.essasoo
300 S'ma0 Street, Suite 5
RICHLAND 5098 ,vl9f
114 Columbia Point Drive. Suite C
SILVERDALE 360.3'la.7060
2021 NW online Rd, Suite 107
TACOMA ss3.z�z3oss
521 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
ROT: 1 DwD "o.
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E N G I N E E RS
PLANNERS
SCIENTISTS
Mw
RH2 ENGINEERING, INC.
http: / /%ww.rh2,com
mailbox@rh2. com 1.800.720.8052
BELLINGHAM 3so.ns.oe3s
454 West Horton Road
BOTHELL v5ssr saoo
22722 29th Drive SE, Suite 210
EAST
WENATCHEE soe.essasoo
300 S'ma0 Street, Suite 5
RICHLAND 5098 ,vl9f
114 Columbia Point Drive. Suite C
SILVERDALE 360.3'la.7060
2021 NW online Rd, Suite 107
TACOMA ss3.z�z3oss
521 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
ROT: 1 DwD "o.
o,aexa, DEB COs
xvrm: MM
D"Te Nov 11, 2014 %ffTW
ncxr. REN
ne rw.� 112 -023 7n
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E N G I N E E RS
PLANNERS
SCIENTISTS
Mw
RH2 ENGINEERING, INC.
http: / /%ww.rh2,com
mailbox@rh2. com 1.800.720.8052
BELLINGHAM 3so.ns.oe3s
454 West Horton Road
BOTHELL v5ssr saoo
22722 29th Drive SE, Suite 210
EAST
WENATCHEE soe.essasoo
300 S'ma0 Street, Suite 5
RICHLAND 5098 ,vl9f
114 Columbia Point Drive. Suite C
SILVERDALE 360.3'la.7060
2021 NW online Rd, Suite 107
TACOMA ss3.z�z3oss
521 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
ROT: 1 DwD "o.
o,aexa, DEB COs
xvrm: MM
D"Te Nov 11, 2014 %ffTW
ncxr. REN
ne rw.� 112 -023 7n