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WATERMAIN B�
(SEE SHf C10 FOR PROFILE)
INSTALL: STA. 10+00 (WATER
STA 23+36 (WATERMNN C)
1-12"X12" TEE (ALL FL)
2-12" GATE VALVES (FLXMJ)
1-12" 11.25' BEND (FLxNJ)
1-12" ADAPTOR (FL%MJ)
CONCRETE THRUST BLOCKING
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S/J 2-12" SLEEVES (MJzMJ)
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4 29 LF 12" D.I W (PER DETAIL 300.4 ON SHT C77)
INSTALL: STA. 30+15
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19 LF D.I. EXTENSION
/ 1 -FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCKING
INSTALL: STA 28+67
1-12 22.5' BEND MJzFL
CONCRETE THRUST BLOCKING
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INSTALL: STA 23+46 arc 1-12 X6 TEE MJxFL
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4 29 LF 12" D.I W (PER DETAIL 300.4 ON SHT C77)
INSTALL: STA. 30+15
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/ 1 -FIRE HYDRANT ASSEMBLY
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INSTALL: STA 28+67
1-12 22.5' BEND MJzFL
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IE= 31.46 (B" N)
IE=30.791 (24' E,W)
CUf EX. 24" PIPE FLUSH W/
INSIDE WALLS OF NEW MANHOLE
O CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PIANS FOR BUILDING CONNECTION.
Q3 2" DOMESTIC METER W/RPBA PER Cltt OF RENTON
STD. PLAN N0. 350.20.
®1' IRRIGATION METER AND DCVA
05 CONTRACTOR TO POTHOLE EXISTING STORM PIPE AT
CROSSING PRIOR TO ANY SANITARY SEWER WORK.
NOTIFY BCE OF TOP AND BOTTOM ELEVATION OF
EXPOSED STORM PIPE.
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18" D.I. I.E. 5=34.03'
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@2- DOMESTIC METER W/RPBA PER CITY OF RENTON
STD. PLAN NO. 350.20.
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fi. 1-1/z" (MIPs) x compression Flttln g, Ford e6Y6fi or equoL
SIDE 0� STREET HYDRANT $
$IDE GE STREET HYDRANT $
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\
IRON GEMENT LINED-
FL. x SGREW
Z Y so': mppar tubing type K or brass nipples (MIPT x MIPT], IsngM to
]. 1-1/z' salt capper tubing type K or bras nrpples (MIPs c MIPT), lengkn
ON (L" FROM DOTS OR
OVI (G" FROM DOTS OR
Y v v U 4I
�'
18' FOR 10" ASSEMBLY 1]
I/z" Fore e" AssEMaLY to
ff
s. a m d d n ae= qq" .I.
to !t.
a. 1 1/z' tnreaaea erase sG' eu far Fara Laa n ar equm.
'HINTED LANE DIVIDER)
PAINTED LANE DIVIDER)
IV
E
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/p^ FOR 6" ASSEMBLY 2-6
!ACNES AT THE TIME OF INSTALLATION TO CENTER
3 2 -.
s. a I n el:.r xiln by -Foss For6 VUH a6 -12B -11-]I (x 1]-J/16"
), Vcconold Bross: 308J1SWUFFJ]5 or Mueller B-1 a1]-2", wiM llorgetl
9. 1 1/z' Customsetter WIN by posy Fortl: VeH 86 -128 -11 -fib (x
13-3/16"), MCDonsltl Bross'. 30B612WDFF665 or Mueller B-142]-1 1/2",
N `7A1/ .
THE =1=- IN VAULT OPENING. AFTER COMPLETE 5/0"x3/4" INVENSTS
angle ball valva antl patllcck wings an inial, antl ongls check valve
with 9angetl angle ball valve antl padlock wln9s on inlet, antl angle <lieck
HYDRANT MARKER$
sd�
y
O
INS AL_An04 REMOVE hE IEMPORART SUPPORT TR -PL METER PoTH J'-2"
ANG IVaTALL ADJIATA� E PIPE SUPPORT.
out¢, ball valve on bypass wi<M1 paalo<k wings. Cus<omse!!er aM1al
orae rerticol Inlet antl outlet
valve outlet, ball valve on bypass wiN padlock wings Cus<omsetfer shall
M1ave verCmel Inlet and outlet.
o
ICE REG6lER
a. wsTAm_ GALvgwru uoDER FDR AeeEss. 6" MIN. DRAIN TO DAYLIGHT OR �
lD. Ri9ia „ale, n=.eoae, m be aePPuea ana msmuea m meter set<e, br
e0n.reemr.
11. N t moll be I'ea 'ns<olled b Lf !Renton
10. Rogia meter epreeaer m be aeppnea nna Inemnea m meter aener by
e o-aetor.
1t. Wafer be b Cf f Ren<on
�� �
� Z
` '� , O
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STORM DRAIN SYSTEM WITH
5. AFTER FELD IN£TA CATION, MAIN ODCVA AND CATCH BASIN OR MANHOLE ��.
6" 90' BEND FL
r a and
s pp Y Y o upor
p ym I I relatetl water meter !ee ono mt'sfoctory pressure antl
meter sM1all suppled Ond nstalma y y o upon
payment Of all related wafer meter fee and sofsfoc<ory pressure and
/ �
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�
a
�
T-11"
BY CCJq AUS 3'_ TESTED SATISFACTORILY
p / 1 „_
purity tests.
T � yI
�
0
-PAS`_
12. J 30 PI C eter box equal to Md States Plast cs Inc. BCF ser es
12 1] x30" Plasia meter box equal [o Mla States Plasties Inc. BCF Series
+
O
C1
BT A DEPT, 0= HEA TH CERTIFIED BACKFLOW
GALVANIZED
IJSBC 1J 0 6 'M 2 th k U II n tl'omond plate cover 18'x31
MSBCF 1]30 18 '[M1 2' Leek Duc['le 'ran damontl plate cover 18 x31'
� 2
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n
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(n
ASSEMBL" fES1ER TEST REPORT TO BE SUBMITTED �
STEEL LADDER
eq I I!tl t PI T I .MSCBC 1]3G R w N 2 arlllea M1ole
'a
equal to M 4 St tea PlosCce Inc. MSCBC 1]3D R wIM1 2' tlrlletl M1DIe for
4
N
]
TO CIT" OF RENTON WAT R UTILITY ENGINEERING .
�
f t n apt �d t a Fa.
memmm v L Fa
-
/
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N
W
DEPT. PRIOR TO ACTIVAIICN OF NEW LINE.
13, pf g p FIPT) kM1 2" plug (MIPT) Fortl C 14 66
I Tn f- ble for
1S. 1 1/2 coup) g ( p a FIPT) call, t 1/2' plug (MIPT) Fora
C l4 fib I. Tn ty 's for
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COMPACTED FOUNDATION
s' eq p p. er capons any necessary atloptel o, Or
aran� a, D w..ar ea Hca.
or equ p p caner responsble any necessary
maPmtron or a.<ans Dn of wa<ar aen:ea.
v O �$�
Or
6. INSTALL BRA55 $" FLARE TEST COCKS WITH $" cregvEl
®®
C
RAnc CAPS_
gpJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TD FLOOR.
� CTE.
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p,'
uT:
DOI@:
C
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END
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V E
4
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VV
A L MEE: 30XES INSTALLED IN CONCRETE OR PAbEO
�
JRrvewA-s SPALL BE CAST-IRON EouAL TG oLYMPIc
=ourlc ARV.
RA SO
PHVM=AT MARKER TYPE 88 AB
By:
DOT@:
STINSONITE TWO-WAY (BLUE)
,8
N
%PANS DN JO VTS (JUST BE INSTALLED 12' MINIMUM ON BOTH
Z ,A
YA,'
J O
SIDES OF METEF 30%-
BY:
DDI@
N
G
w
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o
�` 0
"J x11�� C VV0445
1 %z°°' AND 2" WATER
SERVICE LOCATED
3TD. PLAN - 920.2
SCY o
� c
�U3_ C uvOP4S
9TD. PLAN - 910.9
�''
DDI@
�
(r�
V
a
a' 0
6",B" 8 TO" DOUBLE DETECTOR CHECK
SID. PLAN - 980.2
`�
�
s. ,,, � PUBLIC WORKS
. .
ASSEMBLY WITH STANDPIPE OUTSIDE
. .
C_ �,�,1�^V,.\^
IN PLANTING
STRIP
�.,
�,�,1�^\h�V^
HYDRANT MARKER
LAYOUT
MARcx zola
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�'.`�-� llN:YAH'1'MENT
INSTALLATION
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MA4c 2010
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ti
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