HomeMy WebLinkAboutWTR2700749(4) Metro Tre''atment Plant - 1984 Standards W-749
& Details,
BEGINNING
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FILE TITLE
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concrete attachments 1
concrete single Irg plate SIZE RANGE: For use with red sizes 1/2 through 2 inc).
fig. 47 MATERIAL: Carbon Steel 1
FINISH: Black.
SERVICE: Structural attachment to concrete ceiling,
Lug s used in conjunction with Fig. 299 forged steel
clevis.
ORDERING: Specify rod size, figure number and
4� name.
.Y
TN
R
L` w� - - -�
c U p
E T
f c e )
E
A �l
e �:KE.
A
c
loads • weights a dimensions(Inches)
rod eyaimurn wal
..camn.ndw (appro,t)
toed Ipii go each A • C O E F_ G M q U p
Y2 1130 11.1 1 8 10 5 414 whe b Ivx 144 —2v2
% 1810 14.6 t 6 10 5 4rdr sill Yr 11,11 1% W % 21n% 2710 14.8 1 8 10 5 {'°hs "hs % 114 I % % 2%
3770 22o 1 8 t0 5 4131y ` I" 2
iW % 1 2y 1 49W 31.9 2 a 12 6 SW `sirs _%% 2 1%
% 1% 3
1W 6000 438 2 9 12 t' 5"hs `Nu 1 3 2 % 1% 4
1911 11630 45.6 2 8 12 6 S% 1% 1 3 21h % 1% 3
1% 15700 55.7 2 a 12 6 5% 1% iW 3 217 % 1% S__ 1
2 20630 --562 2 a 12 6 5% 1% 1W 4 3 ^tl �7
e DI'"d an Ote""wable oftessea shown in It*ANSI C0dQ fW Pteasure Piping.
ph-46
concrete attachments
• , concrete clevis plate SIZE RANGE: For use with ;e through 2 inch rod.
fig. 49 MATERIAL: Carbon Steel.
FINISH: Black,
SERVICE: Structural attachment to concrete ceding
where flexibility is desired Concrete clevts plat- is
normally usr J In conjunction with Fig. 290 weldless
eye nut or Fig. 278 welded eye rod.
ORDERING: Specify rod size, figure number and
name
e
T
0 s u.•.tre
e n
T�. a
rem
..1a4a•
loads • weights • dimensions (inches)
rop m4.lmum
W iworhmene•e w9t(•PPMX)
InchN IQ",III- We•aeh A a C a P O M A • T u IN
W 610 118 1 8 10 5 h,a W 2 W 114 1, W 2
1130 11.9 1 6 10 5 4u W 2 1q 1 W W w 2
4 18to 157 1 8 10 5 "I's @ 2 1 1 Y W W 2
v. 2710 16.9 1 8 10 5 "r„ of 2 1W IW w W 2W
1/03770 181 I 8 10 5 14q W 3 1W 2 W 1 2W
1 4960 36.9 2 6 12 6 '0!n W 3 iW 2 W 1W 3
1W 8000 40.9 2 8 12 6 1%0,6 W 3 2 2W w /W 4
fW Itew 59.6 2 a 12 6 1% 1 ♦ 2v. 3 W 1%
5
• ' 1% 15700 93.d 2 10 14 7 1ia IV. 5 2% 3% iY 1W 5
2 20700 too 2 10 14 7 1W IN. 5 3v, 3% W 2% 6
•989W on the allimable stressos shown in the ANSI Code for Pressure Plplrp.
phA7
rod attachments
1 turnbuckle adjuster weldless eye nut
fig- 114 A right-hand thread: fig. 290
left-hand thread: fig. 290L
T1 A I _A
r A:i O
T l N
MAXIMUM RECOMMENDED LOAD: 33.5001Ds.
MATERIAL: Forged steel.
SERVICE: For use on high temperature piping installations.
APPROVALS: Complies with Federal Specification WW-H-
MAnIMUM RECOMMENDED LOAD: 860 lbs. 171 E (Type 17) and Manufacturers Standardization Society
SP•69(Type 17).
MATERIAL: Malleable iron. FEATURES:
FINISH' Black. • Supports loads equal to the loll limitation of the hanger rod.
• Provides flexible connection when used with straight
INSTALLATION:Normally used with split pipe rind,fig. thread rod.
108, ORDERING: Specfy 14 size,figure number, name If other
APPROVALS: Complies with Federal SpPcilication than standard combination of eye nut size and rod tawiig
WW-H-171 E (Type 15) and Manufacturers Stand- size is required, specify eye nut sae and special rat tapping
ardization Society SP-69 (Type t5). size
FEATUNES: loads Of weights
• An economical and simple means of obtaining vertl- W q en, ^__ „6,("PWx)
cal adjustment and flexibility at the pipe connection. A a" isfY a»..rh
On Permits adjustment after pipe Is in place. u 61 5 63
ORDERING: Specify rod tapping size, figure number 12 n30 1010 63
>h 1610 1610 .62
name. �. 271 II4Q0 _._. .60
_3770 3360 1.7
1 F
4420 071
370
1 10370
1 -_14000`
2 20700 184W
—� 735�00 `- __24M
2911180
•Based on the allowable sireases as shown in the A,,, vwe
Pressure Pip'ng
dimensions (inches)
rod eln
• sae
• • C a 6 F 0 aR
loads • welght4 s packaging • dimensions it
(1ncM6) M 1N 1sIN N 2 tit ttt's t
N
fad
v eva � a•.N I i1 _
Planes,
1 w" pipe loss, (ow') � 1 tN 2 tr'Iw >tY 2M ItMu 1 It
eta,A min Ile 6 each WIN a ( s N
b 1M 2% fete, 1 3% 2% 111 3
,N v4 K 230 .09 2N 111 t/aa 1 _ _-._ - _---
e1 %t02 610 .28 50 31a1N 1% 'alit -ITA �—
lit
N 2tt_to lva _725__ 31_ _so WirfN it$N 126 II 4 4 11h 6% 4 2% 4
0& 1 to 5 7f0 72 25 4N 24N 1A 2%
% 6 850 70 25 41•IN TIN •hs
e With minimum salary lector or 5 at maximum temperature d 450F
steel pipe clamps ,1
alloy steel pipe clamp
fig, 224 SIZE RANGE: ugh 16 inch.
MATERIAL: Chrome molybdenum steel, except U-bolt
which is stainless steel.
SPECIFICATIONS: Load ratings are substantiated by
laboratory test.
SERVICE: Recommended for suspension of high tem-
perature pipe requiring up to 4 inches of insulation.
MAXIMUM TEMPERATURE: 10.50°F.
APPROVALS: Complies with Federal Specification `
WW-H-171 E(Type 21 and Manufacturers Standardiza-
tion Society SP-69 (Type 2),
INSTALLATION:
(1) Normally used with welded eye rod fig. 278, page
ph 52. or drop forged weldless eye nut fig. 290,
page ph-59.
a. (2) Remove U-bolt from clamp to install on pipe.
i -- — FEATURES:
1 I • Desigr,od for the support of loads at temperatures up
to 1050"F.
I a I is Designed to satisfy most critical engineering specifi-
cations.
' I • Yoke has rugged cross sectonal area, eliminating f
high stress conditions.
I- - -4 - a; • When used on pi
pe pre with 4 inches of insulation the t
' top bolt is outside of the insulation. I
ORDERING: Specify pipe size, figure number, name.
I
,
i
t
loads • weights • packaging • dimensions (Inches)
ape __mxlmum rsw ~ftd IOW,Ibe we1(approl)
sue Ca 7eef Qyp°F @lebef ION-F Its each a ,I 8 F H K
4 3780 3300 2770 1890 4.0 111u 3% 6% rh 1h 6YS
6 6060 52W 4440 3030 L5 Yin 'j'A' 86ha 1 W 941 ,
8 _ _6060_ 5200 _4440 _3030 --_I}-�9.o_ 11hs 6"he 91l14 1 M_ .11W _ t
10 91160 7910 6640 4420 16.8 irha 9% tOW 1W ai 6
12 12570 10980 9015 6010 24. P3 141" 10% 12% 1 W 1/4 16%
880 '
14 _ _12670 10 9n15 solo _ 26.3 y, 11W 13W 1% W 174 '
16 72s7o t1Xt80 9015 60/0 31.0 Illy" 12W 15 1W 1Y 18N
sassed on the allowable abesaes shown in the ANSI Code for Pressare Piping.
Ovenghtenirp of nuM may OVMabeea U-Whit reducing the bad rehng. Installation tag attached to clamp pl+as proper nut tightening.
ph•20
FN
RED BEAD sdif-arilling anchors
Is Drills its own hole, eliminating .�
costly carbide bits.
• Resists shock and vibration.
• Installs last, easily and economically
with the 747 Roto Stop Hammer.
The RED HEAD Sell-Drilling Anchor provides its own case-hardened
steel drill for every hole,eliminating the need for expensive and easily
damaged carbide drills. Its unique design assures consistent holding
capacity plus superior resistance to shock and vibration.It's the most
dependable heavy duty anchor in the industry.Installation with the
747 Roto Stop Hammer creates one of the fastest,simplest and most
economical "anchoring systems" in the world.
INSTALLATION
n
a
1. DRILL MOLE—Remove anc-ior
and clean out hole.Place C)
red plugin anchor. a Q
_a
4d 0 p C O
A Ash aQ ,d
2. EXPAND ANCHOR— Reinsert //�� d
anchor In hole and expand V D
until flush. Snap oil cone. d 44 a 4 d
Q
0 ed qda
F h n
a4.7e.4E4
3, DOLT—Secure object to s2
complete installation. l l III 4
9 O Ada 4
O
Snap off load Ca.Concrete,
pacity in
3500 P.S.I
type _ LBS.
For m5la nati nn —__ Oepth� Outside
wiin electric Cat. Bolt In Con. Thread nlanr Pullout Shear
or air impact No Siari crate Depth eter _
ham <s�a •5 14 %" °ysi' 'i" �•" 3670 1335
11e"
.,li 4060 2030
S3 i�a" 1st ti• •tit"" 5670 3370
�j 2Sy�'" Is1." 1%, 8500 6720
.SSB 211j1" IV °4t" 11,700 11,900
31� flit" 1" 16,200 16,200
e S-78 ii" 3'!i•' lllit" I5i" 17,850 18.450
Flush F "Load cawcily m
type 3500 P.t8S oncntq
For hand Instal- " ---_ Depth Oatsirie
cation with Cat. Drill thread In Can. Dian. Pullout Shear
FH 300 series N_e. _Sha Depth Crete _eter
-. - _- ._ --. --._—.
flush/holders. .F-14 ::" ' 1%" .riff' 3670 1335
(see P.16) •r"Ill 3:f' IV 1K3" 4060 2030
•F 38 Ifi• ( � !(� 5670 3370
•F,12 %i" air 1"t•" 'S(•" 8500 6720
e F-58 3i' li 23S" atSt" 11.700 11,900
e F-34 3:" 1.'-�" 3" 1" 16,200 16.200
*Based on Indegndent felling Labuulory test.NeoOrt available on P.If
lest,conducted In$10"aggregate concrete
for manulnrlumrs recommended fate wore."leads uN 25%OI eOow,load wilues
marls er euerd+U S f,.minmenl G S A Sner n,rnbne NO rr.S a.'S G'oun 111,iflm 1 IU:,Ind 1110r57
1
for Installation..structural light weight Concrete We 70%el law above toed lollte.
4
hanger rods
eye rods linked eye rods `.
not welded: fig. ka=
not welded welded: fig. 278X
right-hand threads: fig. 248
left-hand threads: fig. 248L
\ A - 0 -
SERVICE: The use of linked eye rods in a hanger as-
W@Ideal semoly allows universal movement of the piping with-
out Deriding and possible fracture of a straight rod.
right-hand thread: fig. 278 ORDERING: Specify the length and size of each eye
left-hand thread: fig. 278L roc by figure number.
example:
1 — N"fig. 278X linked welded eye rod consisting of:
-- p—�, t — ?/d' fig. 278 welded eye rod 1 ft., 2'h inches long,
- D center to end.
1 —7la"fig 276 welded eye rod f ft., 2t 2 Inches long,
center to end.
MATERIAL: Carbon s'�el.
FEATURES: Through T:i III& inside diameter of eye
will accommodate a Lott diameter '/a inch larger than
rod diameter; 1+4 inch and larger, inside diameter of
eye will lake a bolt diameter 1/4 inch larger than rod
diameter
MAXIMUM TEMPERATURE: 650°F for Fig. 248;
750°F for Fig. 278.
ORDERING: Specify rod diameter, figure number,
name, rod length. Specify thread length if other than
standard.
standard thread lengths a loads IOadt
rod atan ad,4ara maximum mor..waded to as .
oil* I rat s,r.a A➢.20 _ ny.m__i. rat a14e wak—ma"wo4a4awraaa MM IM--
4 p in 44o'F "" Tli- A � as!MM aF t/aR
k 2% 240 DID so * 240 $to
V2 21/2 440 1130 1010 N 440 1130
A 24 705 1810 1610 - N 705 _ tsl0
% 3 I6ZD 2710 2420— % 1050 2710
rh 3V1 1470 3770 3360 A 1470 3170
1 4 _ 1940 4900 _ N20 1 1940 491111) _
1V. 5 3120 110D0 7t40 1111 3120 am
1'n 6 4650 j., fte30 10370 _ 1" am 11630
1iY 1:7 63a0 I 15700 14000 1% 6M 15700
2 am 20700 76 660 2 62P0 20700
2% 1.1900 27200 24260 24. 10W0 27200
_; _
2,4 10 13400 33500 — _ T9680 — 2i2 --.13400 335D0 v
a With minmum salary recta of 5, a With minanum safety factor of 5 at maximum temperature of 6506F.
ph-52
tF'iED•HEAD self-Chilling anchors
3
• Drills its own hole, eliminating
costly carbide bits.
• Resists shock and vibration.
• Installs fast, easily and economically
with the 747 Roto Stop Hammer.
The REDHEAD Self-Drilling Archor provides its own case-hardened
steel drill for every hole,eliminating the need for expensive and easily
damaged carbide drills. Its unique design assures consistent holding
capacity plus superior resistance to shock and vibration.It's the most
depend-ble heavy duty anchor in the industry. Installation with the
747 Roto Stop Hammer creates one of the fastest,simplest and most
economical "anchoring systems" in the world.
INSTALLATION
a
e
1. DRILL HOLE-Remove anchor o - n d rid
4
and clean out hole.Place 0 n O
led plug in anchor. / 0 ou
° d a
a Qdd e44
2. EXPAND ANCHOR- Reinsert I d
anchor in hole ano expand O
until flush.Snap off cone.
Q
7 r I G o p a e 64 O
3. BOLT-Secure object to a
O
complete installation. 4
d
SnapOff •LOaO Capacity m
3500 P S.I.Concrete,
type tBS.
For nslallatioh Depth Dulaide
aidn electric Cal. Bolt In Con Thread Diam Pullout Shear
or air impact No_ Size crate Depth eter 3670 1335
hamrrwraJ, ?5•it '� I%i' 'lii' 3u" 4060 2030
--1 S-19- fir"
•531 5670 3370
--•tom- _ ii" 25n" '14" "lei 8500 6720
.s58
21%" ;" 11.700 11,900
•534 30 1�: 1" 16,200 16,200
•571 i" 3':ir" 1'�i' I'.i" 17.850 18,450
Flush 'Loan Capacity in
9500 P.S.I.Concrete,
type Les.
For hand instal- Oepth Outside
lation w-th Cat. Bolt Thread In Con. Dism. Pullout Shear
FH-300 series He. Size Da th crete star
hush/holders. •F- 44 �,., 'ii T/. i." 3 770 3335
(See P.16) •F-16 fir" fi" IV %" 4060 2030
•F-3 3i" '3v" 1Xr" X. 5670 3370
•Fit 8500 6720
•i-S/ li" :i" 24i" a'it" 11,700 11,900
.F-34 ':" 1'/a" 3" 1" 16,200 16,200
"eased on Independent Testing LebGOtbry tents.neOon eveulabie on P.21.
'Tests conducled in stone 609fel a concrete
for Moutsctuna recommended sale worhnq ideas use 25%°I above load vllees
MOMS Or exceeds U.S. aoNroanie a.a.A Sosc,6eabon No.Mill oroup Ill.Tyne 1 posted gl torsi)
Far lavished"M ebuelllrtl light°eight solvents,ea,70%M IM Suisse NN counts.
4
r �
straps
�P
` tin strap
tt<ttOrt: ii�. 262 fig. 231
SIZE RANGE:
1/4 to 2 inch pipe.
_r ORDERING:
i I f•� I j Specify pipe size,
j figure number,
CA---�y name.
I
T
ifJeer — fig. 12 le clamp
SIZE RANGE: 1h to 4 inch pipe.
�/.
MATERIAL: Carbon : eel. /
MAXIMUM TEMPERATURE: 650`F.
APPROVALS: Underwriters' Laboratories listed and �.
Factory Mutual approved.
ORDERING: Specify pipe size, figure number, name. SIZE RANGE: ?i to 4 inch pipe.
MATERIAL: Malleable iron.
Toads • weights FINISH: Black or cadmium plated: furnished black un-
loads less otherwise specified.
m•x recom lood.lb• „Nigh, m
I SERVICE: For support of standard conduit, cable or
pipe wimf•9 wntr eons (spprox) wrought iron and steel pipe of walls or sides of beas.
size screws to euef to per 100 size screws Not recommended for use horizontally on ceilings, bob
,h 300 20 toms of beam> and similar installations as factor of
3A 300 485 23 two no. 18 x 2 safety is greatly reduced when so used
t 300 485 26 steel wood screws MAXIMUM TEMPERATURE: 450'F.
1% 300 495 36 or two 14 inch bolls
1% 300 485 54 to steel ORDERING: Specify pipe size, figure number, name.
2 300 485 eo Specify nominal size of conduit or pipe or outside
2h 500 970 139 four no. 16 x 2 diameter of lead cable with which the clamp is to be
3 Soo 970 156 steel wood screws used,
3% 500 970_ 1 179 or four V. inch
♦ 500 970 192 bof s to steel
weights • dimensions (inches)
•Wth minimum salary lector of 5. load sung conditional on Proper
fnstallahcn cable numoor I size
size or w9t of dlsm pension
dimensions (in!�s) nom outside is l+c se
poox) pes of I u or
Pipe diem of ID p« p« I screw screw
Pipe
eondux 100 carton trON j anchor
sue 4 s I c I o e F a% s7 3 100 4• 3he x I
h 3shs yr 21L1n she 1xAs 31u !4 84 3 100 I shs Y.x 1%
W 3xh % 3 yr 1% sin >i 1.05 5 100 sirs ve x 1h
1 4% Ir 3% % III/is slu 1 1.31 9 I too she ri x 14}
1W 4shs W 311he 1W 2s11s shs 14• 1.66 12 too 11f % W x th
1% 5s11s 1 43ho 1Hn 2•Ite W 1h 1.90 16 10)0 rhs %x2
2 5w 1 42A 171% 21she W 2 2.37 25 [____25
50 x • %X2
2% 6% 2 SW 1% 3s/n W 2V2 2.67 49 SO 11/u %x3
3 6% 2 Syr 2 4 W 3 3.50 _82 nln 1111
3h 7N Z 6% 2+h4 4+1s sr 3Vr 4,00 93 I ... l W M x 7%
4 6 2 7 TIN S1I1. V.
4 4,50 131 ... I Li 1r x 3%
ELEv A-aS Ex V Of ES
WA,An Air Release Valve has o small venting orifice fer only a small increased resistance of say 10 or
n and is used wherever air is entrained in water under 15%. The increased resistance may be overcome
and pressure. These pockets of oir increase the resis- by the pump using more power than necessary to
lance to the flow of water; and in critical installo- move the required amount of water. Such a loss
tions, can reduce the capacity of a line down to can continue unnoticed for years and is the reason
WHERE zero. The most serious feature of this increased re. why oil points where air can collect should be
tos's a 'is'once however,is that most installations may suf- equipped with APCO Air Release Valves.
VIIIIIII
-ems' ''' I
3/a PHYSICAL DIMENSIONS , � _ rat c " '
/4 v r v ,r4
Height . .5/s" Weight 2hN "'�-• • .c;,
NO. Width 2'/•" .• - '? "_ '-;t"`~. 1
61 Inlet—W pipe thread
All Brens•
75 P.S.I. Manmum Working Pr<•sur• - - _ __ - + -•
A.
/ '^ PHYSICAL DIMENSIONS
Hs:3h1 91/4" Weight 11 a `a y ma`s: "Ye•'�
fr � a
75 •Ir.'at—1" pipe thread
+
tip. _�
Z PHYSICAL DIMENSIONS
Height 5" Length 6°b
NO. Width 3-Yu" Weight 5'/2 i'
55 Inlet—�/f pipe thread
3/4" PHYSICAL DIMENSIONS
..^
3
Height 7" Length 8 9> rt NO. Width 4'/s" Weight ry \ 4-
65 Inlet—s/," pipe thread t
a x ..
Also Use On . . � t
1. Centrifugal Pumps 2. Hydropneumotic Tanks APCO Uses Stainless
3. Pipe Lines
4. Enclosed Systems
5. Sewage Lines Examine these P.L'Cllltlf'e features il'fJ1CJ
For Selection Data See Bulletin 610 or Page 49 1 . Insures full efficiency of line operation
Catalog 726 2. Conserves pump hone power—no restricted high points
56 J. Stoinless steel floats—guaranteed for 1000 P.5.1.
REo An self-drilling anchors y_
• Drills its own hole, eliminating ;
costly carbide bits.
• Resists shock and vibration.
9 Installs fast, easily and economicaliy
with the 747 Roto Stop Hammer.
The REDHEAD Self-Drilling Anchor provides its own case-hardened
steel drill for every hole,eliminating the need for expensive and easily
damaged carbide drills. Its unique design assures consistent holding
capacity plus superior resistance to shock and vibration.It's the most
dependable heavy duty anchor in the industry.Installation with the
747 Rollo Stop Hammer creates one of the fastest,simplest and most
economical "anchoring systems" in the world.
INSTALLATION
° 4
u4
1. DRILL HOLE—Remove anchor °b a y
And clean out hole.Place 0 0 U
red plug in anchor y d O �. n,
J
a° 4 p d o
d daa . 4
2. EXP4 dNL ANCHOR—Reinsert � d
anchor in hole aao expand
until flush. Snap off cone. ^ 4 d Q O Q 4
4
O ad cdo
L
� �1 .1 done.bee
3. BOLT—Secu,e object to
complete "stallation. I I1111
oeo d o
n �
U
Snap off Load capacity in
50n P.L85.cncrete,
type F3
For mstallahon Depth Outside
with electric Cat. Bolt In Can. Thread Ohm. Pullout Shear
or air impact No, Size crele ! Depth offer
ham rtWrs,. •$14_ '.° hsi �!„ i 5"" 4060 2030
,$36 3a" 1'!b" St 16b 5670 3370
5 pyy" !s(•" Ka" 8500 6720
•S56 aG" 2'3 " 'fiC s!9" I1,700 11,900
•S31 a" 3:i 1Y�'" 1" 16,20D 16.200
.S.70 %" 3".i•" 11 ," 11 17,850 18,150
Flush •load Capacity in Concrete.
type 3500 P.LBS.
For hand insist. Depth Outside
lotion with cal. Bolt Thread In Coo- Diam. Pullout Shnr
FH-300 series No. Size Depth Crete stir
flush/holders. .FA IY," 'u" 3It 1335
(See P.16) •r'16 FA" aiS 1tIY" 'fit" 406D 2030
.F-39 W 16. 1'�," til 5670 3370
•Fitt %Y" °i' 1'1i•" INr' 9500 6720
•F 58 31i" f'i 23i" niY" 11,700 11,900
e F•34 �" lSi" 3' 1" 16.200 16.200
-baud on 1ndentendem Testing Laboratory rnb.AVOan svua01e on P.21. e
Tests Conducted in hone 899re961e concrete
for monuf"w's's gcommend•d%ale workm9 lub,use 25%of ebon rob•slue
!Mats or exceed,U S GanommeM G S.A Specification No.FR3-025.Group 111,1Yce t roared 9110/57)
PM Malallaaan M seeel9gl Ir9hl aelOhl cantle tin 70%of lit,seen,teed salve.
4
straps
'strap tin strap
short: fig. 262 fig. 231 SIZE RANGE:
1/4 to 2 inch pipe.
�— ORDERING:
t g Specify pipe size,
v ° • figure number,
name.
k tv
E one-hole clamp
fig. 126
sit
SIZE RANGE: Yz to 4 inch pipe.
MATERIAL: Carbon steel. V
MAXIMUM TEMPERATURE: 650`F.
APPROVALS: Underwriters' Laboratories listed and �.
Factory Mutual approved.
ORDERING: Specify pipe size, figure number, name. SIZE RANGE: 3e to 4 inch pipe.
MATERIAL: Malleable iron.
FINISH: Black or cadmium plated; furnished black un-
bads a weights less otherwise specified.
1 mu ecom sV !be
weight I SERVICE: For support of standard conduit, cable or
Poe w0h t@q w8h boas (appro.) wrought iron and steel pipe on walls or sides of beams.
she etrsws to Haet lb per 100 site screws
j Not recommended for use horicontally on ceilings, o-
300 20 toms of beams and similar installations as factor of
7/4 300 485 23 two no. 18 x 2 Safety is greatly reduced when so used.
1 300 485 26 steel wood screws MAXIMUM TEMPERATURE: 450 F.
11% 300 I 485 36 or two'/.inch Dolts
tvt 300 485 54 to steel ORDERING: Specify pipe size. figure number, name.
2 300 485 60 Specify nominal size of conduit or pipe or outside
2'h 500 970 t39 tour no. t8 x 2 diameter of lead cable with which the clamp is to be
3 G�0 g7g 156 steel wood screws used.
3% SW 970 179 or lour 1/. inch
4 500�_ 970 192 bogs to steel
weights a dimensions (inches)
e With minlmum safety factor or 5. Load rating conditional on proper
installation cable "mbar Idb„-
size or wgt of diem pearon
nom outside (epproz) I picas of amw
dimensions (inches) pipe diem of lb per Pa/ anew seine
site condun 100 porton hot@ arlQlnar
sin A S I c I D I E I F 34 .67 3 too V. 31%x 1
'h 3ehs 7/0 2111 sl6 Y/+s his Sz .84 3 100 sirs %x iVt
Vi 31/6 1h 3 i4 1'h 71,a 4: 1.05 5 100 I hs %x IVI
1 4% ?,is3Y. 1h 1"/n she 1 1.31 9 100 she y4=tYz
1V4 401,a 7111 3"ha 1K 2sl+s she 1Y4 1.66 12 100 lY
14: 5shs 1 4sha 151+s 2s1+ 11h 1.90 16 100 7114 %x 2
2 5% 1 4Ye Yha 2'she V4 2 2.37 25 SO 7114 %x2
2Yt 6% 2 .1. 11/4 30l+6 V4 21/2 2.87 49 so "Ira M x 3
i 3 67/8 2 51h 2 4 V4 3 3_50 82 25 "I's Mn w 3
3Yt 7% 2 r11Y 25hs 496s 1/4 31/2 4.00 93 ... we %t is3 2
4 8 2 7 Visa tS'ira % 4 4,50 131 ... Y4 N x 3l-0
ph-61
A I jj IZIL E L E A-AS Em V A L V Em 5
W H ■ An Air Release Valve has a small venting orifice ter only a small increased resistance of soy 10 or
and is used wherever air is entrained in water under 15%. The increased resistance may be overcome
and
pressure. These pockets of air increase the resis- by the pump using more power Ilion necessary to
Y a lance +o the flow of water; and in critical installo- move the required amount of writer. Such o loss
torts, can reduce the capacity of a line down to can continue unnoticed for years and is the reosan
WHERE
s stance however,r is that most installations may suf- equipped with APCO Air Release(Valve%. be
to use
3/4^ PHYSICAL DIMENSIONS
Height S%t" Weight 2AIf _ '-q' ,t •'+„
NO. Width 2Y."
61 inlet—%" pipe thread a t(
All Smile -1 S. •{ i 1 Z
75 P.S.I. Working Pressure
1+'•^?r Y-
�'^ PHYSICAL DIMENSIONS � �
(/ H I;jht 9IA" Weight
NO. r :ON 5'A" ;
75 'I,at—I" pipe thread "
PHYSICAL DIMENSIONS
Height 5" Length bs/i" i513r = '.-
NO. Width 3W' Weight 5/Ia ..: `•.:""
55 ` — -
Inlet—'h" Pipe thread
ire
• . . . . . . . . . . . . . . . Y
3/" PHYSICAL DIMENSIONS
4 Height 7 Length 8/a
NO. Width 41/:" Weight 90
65 Inlet—r/s" pipe thread g'' �� \ \r✓ x 4f'
J.
rf
Also Use On
1. Centrifugal Pumps
2. Hydropneumatic Tanks &PCO Uses Stainless
3. Pipe Lines
4. Enclosed Systems Examine these e.YClusire fe,,tu -e5 which
5. Sewage Lines
,.r For Selection Data See Bulletin 610 or Page 49 1 . Insures full efficiency of line operation
.. Catalog 726 2. Conserves pump horse power—no restricted high points
cc
3. Stoinles• steel floats—guaranteed for 1000 P.S.I.
I t�f� ty a2t loaf
- I
0
06-vcc# iglu Iw+ i_�� �� �.'.'f•�'{rlR'•T___ --_mil
TRACK
ATE DR am
r-1 .-IETRL
i
I , low •.
INSTALL NEW 20'GATE I I Lw[ E SECTION C
NOTES IN EXIST PENCE C) I I WASTE AREA I
I ONE ROE GATE tD_FOW R GATE RILL SE
W ao I I"- I I SCALE ''•
iN15K0 AND NSIAI-LED m THE CONTRACTOR
IN ADO:OR TO TI m ALREADY SHOWN ON THE i r
ST.ONf AEEA RAM VIER. THE ADDITIONAL GATE Q N In yx 4 EOM WORD
S#I L ME INSTALLEDRRWN TIME SECURITY PENCE 15 + T I—_�
TO E FURNISH,,YO ERECTED W THE CONTTIACTOII f tRCM
TIE LOCATION OF ALL GATES SNALL EE DETEEYNED RC GDX.CE "CTCII s -r
By M RRERWSNO RESIGEW ENGINEER OPICE PAREls AIM) .I EECTMN SEE a _
iT.GRW AREAS 1
yx
I ' E' rAn a rA.E DIIFIE[d
ROAD v 4.TER � 1
rLNR'E KOVIDE r_I_:,ITE SECT 1
SEC N Il3.OJ0 .I I Ei ill I
SECURITY SJLE I
PIERCE N • 110
EC SECTION °
TOVE itbl!' LIE NEW ZO'RIDE CATE I'•�-
STAIIDPPE- 'E SCALE I'
-RELOCATE ELECTRONIC CGWIT LED GA •
PNRRNG LOT
SURGELIME-^�
•ALVIHIITR.TIDII 0
�pl! NL O
i111JO
STGfYS AND J� 1 +N
GI - I .
STAGING,YEAS , [ED'eGT FORCE RUN r4I ro'
(MISTING L
ELECTRONIC �J �/Ei"jV_ -uLSrn.r ' E I
VR rw.cENEH. 'r'd�_., — .�
CONTROL FOR GRTE k: ��. r 1 YN
%'POCP PGRCE MYN j 'if.iA 1 =
1
CONSTRUCT TO MO NSTER I j
ROAD N. SEE Qp SECTION
R
DRAWING S]O y \�VT.a.�IX: I I 1m ,
_ 1 i SMM GOMoeftT
•AD55LOTTED PIPE YY/PADRIC y+L1(ET Its*ID I I USE &"YfMT " RO'LLER
R'OVERP LI ,wL ® � USE BMEEESEDv1
ff'vQv PORE, MAN
%'S RGE L
ri6•Ap1 °'BEN- STAGING AREAS i - 4 n' RCP-cT OVERFLOW LRE
•!WTE'"c i 1'O TC I a•AfS (LOTTED
SEJLLE:1'L 20O I I � qv6 WITH fApf lC
_ I ElW �IdE 70CILET
-bam cm
CTION A•AD '.SLATTED PIPE
WC b I 5EE ,T! ' f'/FAD RIL SOCKET-7 IRO n'�LRl SIGNIFtti
• QWER IRIS- I _ /'.R�RR�EEI TWEAK, SECTION.
�
INV 51 Fil O 11 pIGRP:LL I!O--7 I :• I EXIST MIN N � � I MN FN Ea I ne
P f KACE CONCRETE //f
or.Rs•SEW • A MST W• SECTION E"�] E'1""'A"�A°°'F 1E°'AIEA.
f:Mt ^ � DISNIlDED REJLE: i.Vl�% SEE
• SURGE DRAIN PIPE E _ GLUES t
Ev I �CowG RETE wD SZA
SCALE:ROK
S E. 6
` •. ••1 �IARR.I •CET(�+ —� �.�... °
.waccr yp I� --'T'V^R' EiryRlNlwl�nryRlkCrCCef7a1JRI�RF EL.T 10 25 By p•°C Tc R•1
RGIRI CNYi1 NG n 4 moot
WORR OYIIOF NO E M O .�R�.iF • I R. R.+�..- - NS f.lilPRl
A71RI Ol.ld NOJ M O 1RRTEIR.TiRANR'�1b1 I l �^ [.� :�5• R f M T O M E f i l Y E W T T R N R E i E R ► T E T E Y fv
R(VRED SEER NOD[NDW MO Z •! iRRP1 .__ •� _...�..tr W/F IDES fiAGR1G NREA.iIRCIRE ECT016 AND ACCESS ROAD SECTIONS
t.a..• E' RR+PY �.
i
I
z
0
h
lb4t
.AO - NSF !
-,yo
I
FU.vetD 90'� "'i
NO� LtAOwJ I
Dw6 Mf rN —lIJ
i tnNTRACipL v \ o
W11A RKp JLZi FY ALL
STATiCI�s ANO 1NE'atArio/J o/iN[ EAsr"xi
\WMLL Lip( • 3 �l '(
L+1E' CULV[Er SAAµ Af LLfi iN LCN4YN. 69MNi A• i� �� b 8fa p;qL w 2 ~
>NALL At fy P! D MAT)L fo afEipb of, (Wi.OLIOO). ♦ Z ri ♦ �s�:: [` y �IpO�ZN w V
Mq f,W WRN VTPC A MAT'L (09LOL:M)UP TO LOAD`XAT r: ♦ _~ ; ryn �lbZ Y W
1)",be TNjybT kouy AEL 4TT Ei EENmN YAx DADp � • . r� �. !. � .
ONGIKAnWi AND APWA 2nA'/LE k. 'a
♦� n.t.N Jo�xT F iTTIN b0 N ^L M w � u
t7.2o n t'4o I7�Go /7�Q0 /G+woo ISozo
.Wc to
uwWN AMp CALDWELL NLEnsA
CONAILTIN. [NOINE[A1 oA•wN / ocsroN[D��F •A[ WLL:T sour* SYSTEM MS:3uP-L
IGOcNCCN[D_•.ApovcD DATE p�,ta, ${ PRorr/GE Fr N1L>rV47E�G KD.
MEET / a Q
i
Qy� i
MI
ZZ -v q
I
V � I
.I
M N �
I PUK .11
i
Ykc 4
GROWN AND CA[CMI[[[ M37 1 Up-
E NWL+M4 [M[ME[nE MM[n AI F O[[MMEO AJ F "wE H ZZ�_ ri,tG Piniwn Sour i S/Stein
3: SP-;
w[cn[o_nMnov[o a+[ A�aT. CLAN AT MONSYE�C K[�.
EME[+ 2 a
::mE=[ kqo
„ Municipality of Metropolitan Seattle
Exchange Bldg. • 821 Second Ave.,Seattle,Washington 96104
W/F2-84
CM-160
10-14
15062
12-2 (PWC-10 )
August 22, 1984
Mr. Ron Olsen
Utility Engineer
City of Renton
200 Mill Avenue South
Municipal Building
Renton, Washington 98055
Renton Treatment Plant Enlargement IIE -
Fire Piping -- South System
Dear Mr. Olsen:
Enclosed is a revised profile and plan showing the proposed change to
the south system fire piping for the Renton Treatment Plant. These
drawings reflect the clarifications requested in the meeting between
you and Metro construction management personnel on August 21, 1984.
The post indicator valve was originally deleted because there is a gate
valve assembly upstream of the detector check valve and OS and Y stems
on the valves in the backflow preventer structure. This deletion was
verbally approved by you in a telephone conversation with Arthur Fleming,
(Brown and Caldwell) on August 21, 1964.
By this letter, we are requesting your concurrence with this modifica-
tion.
Very truly yours,
Vladimir Kha��
/ / Construction Manager
Ll
VK:ksh
Enclosure - BROWN AND CALDWELL
ATLANTA
UALLAS ET WORTr.
EUWNE ARTHUR J. FLEMING
VASAMNA
SACRAMENTO
SEATTLE
TUCSON
WALNUT CREEK 100 WEST HARRISON ST.
m SEATTLE WASHINGTON M119 1 0 )2814 W
a
K O
Y p
� O
7y P
1 � f/I%L GRA aG
EX/Sr/NL aMD.f ti J a Y it
erV tS
-Ito
ml
RGAws[D 90•�
truwwr I
•arts 2 , ,
�)fpXGCTOL •MALL Li(LD JLLIGY AW
SfAIN09% AND OC LOtATI" Off*f J CASTIA4 F 1 IS' p
WMEL .,AC • Y a p:• ri� C
�[' CULIm f SHALL 6[ Lt rf IN Lt K&Tw. wp.N6 f1� � • � T 8�' Dig•
>A.LL KTVP! 0 MAT" TO 991" .INc (wl.CL@ ) • � � . � 3_�" d� p � {;�
My[fiw, WKOOff A MAT', (Afla M)00 TO LOAD`MAY a �^ �� ��: • v
Otw-w TNWST UAO 4 KL ury •c UNION VAkWPD
PROF/LE tl ♦ [�� ,�WY r N
erit,rcAntNL MIL ArvA c
.� "LA JOINT p�TTmb% $(/LE: P' • /O
17+zo 17 t-40 /7-&0 /7+490 /b+Oo f 8•zo
Nc to
@ PlOWN AND CALOWLLL A,1F Ajr - NLL'T F/XE P/PINS ' SOUTH SYSTEM O•• • • ft
rintallw.TM• [waNct•[ —acvN[o rti[ Af3:5up-z
a•tc.ro_—•..I•av[e Ont y zz, g1 PRof/LE Ar IV7crv.%7 7CD.
�cT f a Q
A4 C;,
yFvl,4..�
yyqq,' � ,
��`rK�YAr ., ,
�I �.
o � ��
e
,���� _
�11M�IiI�W'iii�',w��.,.�...�.,�....... _ .._ ....,.._ _,. .. _
.:.
-��
�---
� �`�
r
� ((
,�- ,� / i
�`
1 --
__._.
�__
_ �--
r
�-
,. •
TIE ROD SELECTION TABLE
rlasIn m 111 NM
{Ill ra[{{Yt[ Rr[f in NWr1
v]1 ) ) { g 19 n 11 1{ 11
l" ale Lea 1 try-
CAST ON LUGS {•' ]0° 3•78e Sir'
FIRE HYDRANT AND GATE VALVE {" Jae r.;" s/►• v)•• j
Its la) 11'• )fa "alle$.,I, [WOY.Iiy In [6Wlale N.Na vr•
ur Jae e1,3M 1/Y
11" NO )01.)N )/e'
TIE BOLT
I,'hrre.berm on file pions or In it..+pedri.1jr.I or..quled by foe Engineer.joint restraint+yslem(Yerbl, rods)
shall be used. All joint restraint materials-red indl be (hole a...Instated by Star Nall.nai 1'ealueb, 1323 I1-11,
Assume,P,O.It..258,Col-tubas,Ohio 41216,.air,,an equal alternate is appeared In writing by the Engineer.
materials
Steel Types; Zino Plated or Galvanized:
111,11 dnu,lh low-dloy steel(eor-lea),ATM A142, ASTM 11633 eI.cirod,pm%lj,d ee.'iag,or fine
heal-treated,Supenfas',SST aerie.. or steel.
High{I.InIII,for-alloy sleet(car-lea).AMI A242, AMI AIS3 for pl,a.)olat Iron And Lee[
Supuaur'SS aerie. hardware.
Carbon heel ASEM A36,Star'S'.erin ASTM A123 far plme6lq rolled,pr.,,d and
rarged steel shape+.
Joint 11nt.11eer Sy+lem Camponrn la:
'I'iebde ASITI A242,type 2,plain,Ann plated or hat:-dipped Rairanif,d. SST 7:5/r' for 2'turd 3'mecl udrai
Join 1.,3/4'for 4'to 12'medun IInl Joint,ASI'hl A32S,Type 30,eIc,,f e¢.if,rer.go,or fun-Imdy
IIf,,atied.,Ill..Dull be I.,•easerl la 40.000 Ibs, mI I as.sr for 5/r'sad 60,000 to,.minlmom for.3/4:
be Leal I,..ti.......chi.,nag w.,n i.C)a Id...terra......heal and harden aMdfiInliom, 'iSr
753 3/e'far li'le 24'mechledrei Joint.. Same Am .i s..lOaua.as SST 7. SSr 77:3/4-
stuns a,
SS'I 7,enrept i'q.nor 7/1'W. Sam,ASrm,a rihofion or S-r 7.
11'..t Ill.,,lies Nat Far i:.rb'1'lelmil. SSr:5/11'sad 3/4*,ASrh1 A563,Cradr C\,plain ar A.,n1aA.
5 Is 5/1-nad 1/4',AS-I'6t A563.(:ode A.Idda,.;as plaid nr hot-dip Calnnlrad.
Tleeot,11.,: Uf,d 10111,"tontlauou+IhreWed rude and of poridrd w111,«nun sup 1.aid IoldlatlOn,pinha,+inn
plated or hot-dip galvanized. SS to:fur 5/8'and 3/4'1lesda, ASTh1 A563,Grade C3. S l0'. fof 5/8'
and 3/4'11,rada,ASTM A'63.grade A.
11er.d: Conti neon flve.ded end to,Wli.,a de,ifed lenCllt,plain,fine pitied or hot-dip gal,anbai. SS Is.!
5/k'and 3/4'diameter,ASThI AId2,Type 2;ANSI 111.1. S 12;5/8'Ind 3/4'dime, , ASfhl A36,
A307.
'Oeuadw: Round flat wash..•plot.,floc plated 0r Ief-dip galnnlved. SS 17:ASLd A242, re36. S 17:ANS
1112.22.1.
I7 to a�ySA
humli tie joint restrain:system In McCord.... with file Id...fast....'.last...fl.n,10.11].lots are merlunkal
I.ru,d I.Cefile,In pre,enl joint aipa,nlla.. 'Oebalt,shall be instailed to pull rtntnp the orch--le-I joint ball'rwrd
not it..M.J.fotlowe,. I.,qu,nee.I 75-90 fuel I...dr foe 3/4'sub Intuit fireou1iin0+will'both rode Ihrcoded
equal distance Into liecouplints. Arrange Iiemds symmetrically Around file pipe.
1VLrr<.hisnuheurei a mrchanlol Joint rain or filling it Iff"Oled with.1.1I far T boll.Instead of Jule+,a
flanged raise with.flange by owu anst Intel adaptor shall If,used Instead,N as In p,.,Idl adrqum.spare for
lootia,onions.
Winner.cuanmmn run of to.Is required a be rofra urd.n. no of r,Iir.l.,d pipe.ball be greater than 60 feet in
l.n,lb lower. riftimns. latest Ion,bad,still Iles...as....fired...longer runs 1a keep dread II.Clh, I. Ib.60
not maximum. I•tpe need In conlinuously ralni.ed runs shall be mecluniol Joint pipe and liebolls shall be
installed or rod laid,, a1 Inch).let.
0 E F N
A � '
TUTUPC 01P[501L[ D141STN DIIILDINO IT .
D[VLOPVENr sea 11•E[ S 1 r' •T
COMNCC`ION
Clrr-O.All. \T1•
LINE
1
� Iz•ruxr wuu LMl[ I
G191—'�'- g� � Ira*v..ra L•c
\ _
• '\ �" [ I=CITY NaCMUNC • ... .w. ..w..«�.C.�D
nEiw �� ���
+ •-' "` DEwu[RNw wILONr - "$if>T
6194
--- _ DuvICw.1uR[ nowff = .:�\
Dow aR[D 6193
G190 LEGEND:
.. ..........
is .... ........... ... .. ..
z, •OIz• "'Ge
12•MY 4T[11 LRI[� •�-:: / '' aTT YtER<Cn rINN P I I[
L 'r C o,wT011-CDNLLEn•r MGV-19f.
C{ 12•YLYR WT[R LIE C - •_•-•wMy MIER
\ '`'1: '�-� ,` 11 '6193 COIITRKTCIILC CO TE V RD31.0025
I'y EX13TING N[TMO "�' ••
•l7` WATER STORK(TAB /'•` ! 11 \ T
I II Y CIT (C.T OMNMD 1 I C
� CONTRACTOR COMPLETE
1116..DY 19f
G188
FIRE MYcNAWT
ER
VE
JILVICULTIMt ^WO IIIR (( - /�i _ '\„, •''fy- \i • C3 MIER TW
•�C ~ •a{I C3E O NLTFR fMK Nrg11NT-[218T01p
LEAR) AREA
SEE NOTE 5 ;.tic"' 1="` ^f'T,
''[. •..�•'" NOTES:
ESIDTIN[ 12'CV LINE /ter' 110, y:.•%.> �R J • 1 •e✓.. �., =^ 1 \ I. AMG'S[M.S![Na. rN11K SMALL•E cuss u
f•,,
f I,1, =ki •:, _ , L Nn Nr•N.wn vwc Ra.wMEN nw
•eo^ nn ORL, .un r.Lr[ru n.rd
' I\ •T2.0
1N•fl6lnurlas
1 11 r' YINrp6MCi MLIN•alLliMill[DiIN Tf�Td
3"VORA*?TO D[INSTALLED fILL MC COYM6TCD TO Tr CN SyS MN.
\ \ 1\
1 •r l[CONTMKT•R TM[OMN.T[NINC W.,olfG.ILL NOT OR
MNNYNCO.
/ T !• T, I'..
1. C.T Mn..rr15S MIIT[NtVII.O TO Y•OSAINTo
G I96J I x J -J •! u. vils ct•0 *rrr DIYN Noun uwN•Tx GO All.TOWN MILL ASw.•i i• aL ANIminlo n yaI[sr[D.T cm wl luwu.
\ IT .lye Ofnmc m ns r
ETRw- L NOW Se"CTon lll[ .VAL".rN[VLNTEN
„J R• J"Y„" '�� .n L_-•• r ulf pT[CTO.cx[c.run.
G18T u. rrTr r.r.e5 ..
'2• / ��' i"/ an�:slwln lWrwe r GMry twou, ,I..wND[efr cNUNLM. _ .
_ \LCYNm nNCM GAI.r AGEAN T IRIAM
2 " p / . Mx. r•ounlr a IT..rrMr ••r. 1.Ta1nc un 1cusL.T•IOIsnR
Pp10 rOaLK rTMMCI W D.L.rrN ca.
G185 ME NOTED Dar '++G + _ _ �� 'mil '/ Ent.4" [Mal•[. Is u IDua•.I s.uou.Nuc.r0 uwo.n a.wu.
-r2 _ y .Omnau. 1 yN.tlNCr wNWL AGENTS GAY,LOGr
N
2 �.0 [Pk 1 �• 1 .cTii r� on[m 1CCpf Mar.
t / _ G
WMITLNRK[DIIILDMIf `� /' �� rIJRI OT'IIIrr. Ilr rYrr. C. O NTMC C)r1U MVfWr•TO DE•llONf.
SEE NOTES 1 t l ; /' C _..� y <mlrSoa[iNS reoR
INIONIS
r
G:B -� i ` `r 't s rAll,iEN�to
u�
y torr,NVL�Ashad _ AS
IrGir Mull LOW � Trrj W.I.
s w
rRT.All
_% /, i / /�•- RS • MLrr W LOL�[r rRr RrRr
3F{.!./ 1 r • OIL r1LR
Llrr r... wr= r 1
6193/ � sr s
1 Of LOSE r I 'eeaM wMLnr
CAR ?OEM
GI82 wrRl --__-__
/ .T ruL Din
• INIL w•M•LANM n Mfi uT YL. lr Nor OK •Ia
.M OLIN.MALL. GORE.Dui To AA4KM
cN W.SCKC KCrDTKT
L TM4 INOMIC•NOW,A RYLNL AN,N[TTINN r0
y } N[PTOII.
NNr
BROWN Am - ��� ►•too• PLANT FIRE PROTECTION SYSTEM ,Nc
CALDWELL. - - COMPREHENSIVE PLAN r•=•r`•�•'
�.irr [rRRRr.M FINAL LAYOUT
•1 •[..r,• 4 .TL
4 D E IF p N
s
A z
e it
I
aloe
I PLANT GRID NORTH
STA 0.84.34 ROAD •C'
RT 30.0' STA A•e8.88 ROAD "C"
FIRE HYDRA iTE RT 30.0' _
FIRE HYDRANT ASSEMBLY 12' GATE VALVE \ $TO 4+e1.64 ROAD-C.
(I5'RT) POINTS TO WEST AND VAULT ASSEMBLY �\ RT 30.0'
STA 7A21.96 ROAD•C' PLUS see NOTE 1/DWG YI
STA 5.65.00 ROAD 'C"
RT 30.0'
AT 3C_0' \ If160.0E _
12•.12.. '0' TEE
1 THRUST
ST BLOC TEE. \ T Sp,A.3e
_ YL N I O I 5.00 _ THRUST RANT ASSEMBLY \ ` TCVptM'F THUUST KOCH.BEE NOTE y
\\\ L E891.0N , FlRE RTORANTTOWE
IS% PLyt BRANCH (IS'AT] PORT3 LO WE9t \ IRE PIP"
CONNECTION TO B
EMADE 81
THE.18 CONTRACTOR.
1
C\
I C Ae D WAT R MAIN f1 TN POLY WRAR ��•
DY
00
2- TEMPORAN
II TII
ABAN00NED 9w OAS \ BLOW-OFF l
E25OD
C111 OF RENTON STANDARD NOTES \ -NAN00NEO 20` GAB
•L RW[MATERIALS SHALL BE IN CONFORMANCE RITN IW ABANDONED 10" WATER (EXISTING MR[
1- STA=M AND OATH""' TIONS OF THE CITY Of AMrd
VTILITY DEPAAITIENT MO THE LATEST EDITION OF iK AnA I Il 2
,A IT AN CA A DS MD SPECIF'CATNINS. IAI I[•CW
r __.
TRENC
DII
E. ALL IacAna+s d fusnxc•mlirEs srwl ARE ArnOu I <$AW0K'FILL
TYPICAL BIDDING
AND H.
IMTE AND
It SHALL sE THE CONT11ACTOR'S AfSRdSHOIL, 0S F'OR BEDDING AND BACRFILL
TO VS.."TK TINE MO CORRKT LOCATION W AS TO AVOID
WITH CLUD AI MATERIALRDnTDRBANCE.
] ALLWATERWIN0,10•ECEMENTUNIX PIR I, A PRECCAXTA _Tid CONFERENCE AND)AHH.R AOTKI HILL AMOCONfOMf1 TO ANSI 5nC'BA-II-SI-I111 M LATEST REVISION. BE RfWIRFO PR IM TO STMTINC NA CONSTRUCT-- OMERTHICANESS CUSS At. CEMENT EORTAR LINING AND SEAL
COATING SMALL CONFORM TO ANSI A-II A I.ON LATEST E. IT SHALL BE TK CGXTMCTORS RFSPoNSIBILI-V TO SKUPE
REVISION. PIPE HNNTs TO K NSH-Ox OR MECWNICAL JOINT. ALL NECESSARY PERMITS PRIOR TO STAATING CONSTRUCT'..
•_ ALL FITTOICS TO BE CAST IR..CEMENT LINED.CLASS IY, T, INSTALLATION W OE CORPORATE STOPS. TFP SERVICES.LINES •llSl'YSS
BLESS OTMFA'SE HECHND ON OINKING C.FOIWINC TO AND METERS TO Bf ACCOMPLISHED 81 INS CITY K RENT.. WY��
.51 MEC.A-1' 16,127F.ANSI A-11 1.1111.OR LATEST ® Yc/• I
MEWS'.. ALLFITTING POINTS TO BE MECHANICAL MOAT 11. ALI CONNECTION TO EXISTING WINS TO K ACCUWFS.MW-er SE[EROSION CONTROL SECTION -
ON FLANCED. IANLED POINTS SHALL RE GAHUAO IN ACCORDANCE THE CITY OF RENTON. ALL NECESSARY EXCAVATION AND . Y2
WITH ANSI A ls.I AND IN LL BE III POUND CONFIGUAATpN, MATERIALS TO BE SO IEO BY TK CONTBACT.AND IK
,MESA SPIC61EOON DI PAC. ON SITE PRIOR TO CITY NOTRICATId. SCALE: !8">• '-D (Ef I1A;p
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ALL HATER WIN,N NMS AND SMALLER H %OFT A A 11. THE OHRICTION O MILL TO ACCOMPLISHED SMALL
BY A REMESENTATI VE OF Al T O IN
L W TER COVER OF Y INND L RGIO LULL GAME. ALL THE ITY o RENTON. ET SHALL BE THE CdTWCTONS KS1OI1- IF NOI CO IN'.. E
WATER WIN 11INCHES AND LAAlot WHERE
K AT a MINIMUM sIBILITY TO NOTIFY iK UTILITY CONSTRUCTION.
14 HOURS IN SULE ACC'dlDlryE'-'
OF UINCHESRMAU FINISH GRADE. R1YREUTILITY CONFLICTS AONANCf OF BACNF�WMG ALL COMSTRUCTI.. - -
OCCUR.HATER WIMR ARE TONE LOWFKO TO CLFM.
1>. AdnLMSFrD nw'K nuts ANo TEYPOAARr B1eRaFF APPROVED FOR CONSTRUCTION
S. ALL WTFR MAS MALL K P CIFICAE TESTED AND MSIYFFCTIO 5f[MLIfS FOR TESTING AND NRITY ACCEPTANCE.
RACCORDANCE WITH rNF SRCIFICA11d5 OF 1ME CITY OF _
RUtd AA THE MMINGtd STATE HEALTH KRARTYFNT. 11' KWNABLE INSTALLTAN�O C/AJMLE OF MIIMY THRUST RMBTAM P..1 PRUS NMI. - - -
ALL nESSW1E TESTING MALL BE Goof IN THE nESEKE OF TEMPORARY THRUST BLOCK TO BE LEFT IN PLACE.
A REPR MISTATIVE OF THE CITY OF PINION. ��I BASE PLAN 1 B
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