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SDMH
RIM=38»960
18' CONC I.E. =3256' E-
18" CONC I.E. E=32,65' R SDMH
18" DJ. I.E.S=34p86' RIM=38.83
8" CONC I.E. =32,33'
> so so a 18" CONC LE, N=32.28
18" D.tp I.E. S=34.03'
\\ / SSMH
RII=40,83
DJILA. E=3&36$
8 D.I. I.E. N =38»48
LOT LIGH
---------------------- ------R---- ---------
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y I.E. N=37..74' �
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INSTALL: STA. 1 +40
INSTALL: STA. 1 + 17WATERM1-12"X6" I
TEE (MJxFL)
STA. 15+74 (WATERMAIN B) P 1-6" GATE VALVE(FLxMJ)
FLxMJ
1-12"x 12" TEE (ALL FL) AT
2 GATE VALVE 1 1-1 " A (FLxMJ) F ) LL 2
2-12" GATE VALVES (FLxMJ) ,c: - 16 LF D.I. EXTENSION I I
1-12" ADAPTOR (FLxMJ) S44'4 :- 1 -FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCKING "` _., CONCRETE THRUST BLOCKING "
2 BLOW OFF
• �..:x .:. ASSEMBLY
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'
9
SDMH
RIM=38»960
18' CONC I.E. =3256' E-
18" CONC I.E. E=32,65' R SDMH
18" DJ. I.E.S=34p86' RIM=38.83
8" CONC I.E. =32,33'
> so so a 18" CONC LE, N=32.28
18" D.tp I.E. S=34.03'
\\ / SSMH
RII=40,83
DJILA. E=3&36$
8 D.I. I.E. N =38»48
LOT LIGH
---------------------- ------R---- ---------
-X % X -------- %-------- ------ % ,J
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— 5 C8 SOLID LID \
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i D,I. CUL X X ..-.,,� �x , -- X - - X ------ X--_--- z
_ A 18" D.I.. CULV I. N=37.46'
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y I.E. N=37..74' �
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INSTALL: STA. 1 +40
INSTALL: STA. 1 + 17WATERM1-12"X6" I
TEE (MJxFL)
STA. 15+74 (WATERMAIN B) P 1-6" GATE VALVE(FLxMJ)
FLxMJ
1-12"x 12" TEE (ALL FL) AT
2 GATE VALVE 1 1-1 " A (FLxMJ) F ) LL 2
2-12" GATE VALVES (FLxMJ) ,c: - 16 LF D.I. EXTENSION I I
1-12" ADAPTOR (FLxMJ) S44'4 :- 1 -FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCKING "` _., CONCRETE THRUST BLOCKING "
2 BLOW OFF
• �..:x .:. ASSEMBLY
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6" PVC I.E. E=37.96' � — — � � �' y 0 y
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26- ADS I.E. W=29,69'
— — —
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IL
8" D,L I.E. E=37,73' o R
8" O.I. LE, ==37.83 0 CATER 4' LVE
-- 6" PVC I.E. N=37»83'ST3o
EAR
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RIM=41.93'
8" CONC I.E. N=36.
8" CONC I.E. 5=36, '
8" PVC I.E. =3618'
6" CONC I.E. E=36.43'
I ET L
T/T/
Ti
. -----------------
• ' "`- 2" PVC UTILITY STUB R g �� RI 41.71'
- 3' SONC LI ------ ! "
IE =37,91 X12"
EX. GRAVEL DRIVE~
WATER
WATEF V kL F. - MANHOLE
\ B S'D TE
r� ' ,;•.•' • / 6 GGNG = 0 02' TEL. �y G8 STD GRATE
RIM=41 » 16
I
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�` IE =38»91 6 W)RI
/
/ •
POWER P �E � ------------------------------
/.� ••... // •'r ", EC0 LOCI (TYP i /TRANS RM -FE ?i 1 ----- 11j4 i --
w TI _---_
0 XX MONITOR WELL � SPEE BUMP ,y ;
I !
/� : /`i ` • w z INSTALL: STA. 6+99 WATERMAIN A)= I r4
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1
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i� ,�' a RIM=36,94' Q z_ 1-12"x12" TEE (ALL FL) ( )
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INSTALL: STA. 4+81 18 Dain IxE 5=343.9' N CONCRETE THRUST BLOCKING R .4 INSTALL: STA. 8+78
�, :yam . , 1-1 " �= X6 TEE MJxFL o 3-121-12 x 12 CUT -IN TEE FLxFL
1-6 GATE VALVE (FLxMJ) UTNJTY = "
14 GATE VALVES (FLxMJ)
16 LF D.I. EXTENSION 14 "
= 1 -FIRE HYDRANT ASSEMBLY TP 15" SD=33.50 " '� 2-12 SLEEVES (MJxMJ)
" 2 AIR VAC ASSEMBLY r
{ •' CONCRETE THRUST BLOCKING IE 12 W=34.00 / R '4 CONCRETE THRUST BLOCKING
�¢ (PER DETAIL 300.4 ON SHT C 17)
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WATERLINE AND STORM LINE n ;A
• p A
'a POWER VAULT
/CB S LID
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•, RIS .13'
NC I.E. N 43.38'
O o CONC I.E. S 0.48' n ,A
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WATERMAIN C ; A
FF�A�50 HT 1 FOR PR FI :7 ,� �+
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PVC ® 1.0% I k` T/P 12 W-32.10
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MATCH LINE SEE SHEET C7
RIM=39.40
IE=35.12 (6" SE, W)
IE 12 SSD=32.60 �A
i AA
INSTALL: STA. 32+61
11-12 Xfi TEE MJx L �•�
1-6" GATE VALVE (FLxMJ)
9 LF D.I. EXTENSION
rA
1 -FIRE HYDRANT ASSEMBLY �
CONCRETE THRUST BLOCKING
60' UTI EAS MOT 1 n A
201 743 04 ,A
204 LF 12" D.I W 4 �� ;/FDA IND BAR/CAP
� { AY 14
DE' J1 A Of (n) A A I
MATCH LINE SEE SHEET C7
RIM=37.28
IE=34.48 (6" NW)
IE=34.38 (8" S)
221 LF 8"
PVC SS00.4%
IE 8" SS=34.42
T/P 12" SD=33.78
O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PLANS FOR BUILDING CONNECTION.
O3 2" DOMESTIC METER W/RPBA PER CIN OF RENTON
STD. PLAN N0. 350.20.
O4 1' IRRIGATION METER AND DCVA.
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6" PVC I.E. E=37.96' � — — � � �' y 0 y
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1
26- ADS I.E. W=29,69'
— — —
SSMH 0 36 'CONC I.E. N=29.86'
i
ai a as as Of a RII+=41, 0 36" CONIC I,E. 7=29.88'
IL
8" D,L I.E. E=37,73' o R
8" O.I. LE, ==37.83 0 CATER 4' LVE
-- 6" PVC I.E. N=37»83'ST3o
EAR
zx=====___%__— ___� X ---_— _�=_"_ -------� --------- ----- -------- ---------
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RIM=41.93'
8" CONC I.E. N=36.
8" CONC I.E. 5=36, '
8" PVC I.E. =3618'
6" CONC I.E. E=36.43'
I ET L
T/T/
Ti
. -----------------
• ' "`- 2" PVC UTILITY STUB R g �� RI 41.71'
- 3' SONC LI ------ ! "
IE =37,91 X12"
EX. GRAVEL DRIVE~
WATER
WATEF V kL F. - MANHOLE
\ B S'D TE
r� ' ,;•.•' • / 6 GGNG = 0 02' TEL. �y G8 STD GRATE
RIM=41 » 16
I
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�` IE =38»91 6 W)RI
/
/ •
POWER P �E � ------------------------------
/.� ••... // •'r ", EC0 LOCI (TYP i /TRANS RM -FE ?i 1 ----- 11j4 i --
w TI _---_
0 XX MONITOR WELL � SPEE BUMP ,y ;
I !
/� : /`i ` • w z INSTALL: STA. 6+99 WATERMAIN A)= I r4
. Q 14 EX. 12" WATER
1
Z i.: : i nm C8 STD GRATE v' STA. 34+30 (WATERIrIAIN C) I '� FROM RECORD DRAWINGS
i� ,�' a RIM=36,94' Q z_ 1-12"x12" TEE (ALL FL) ( )
I
Uj 1 18" PVC I.E, N=30«34' z J 3-12" GATE VALVES (FLxMJ)
INSTALL: STA. 4+81 18 Dain IxE 5=343.9' N CONCRETE THRUST BLOCKING R .4 INSTALL: STA. 8+78
�, :yam . , 1-1 " �= X6 TEE MJxFL o 3-121-12 x 12 CUT -IN TEE FLxFL
1-6 GATE VALVE (FLxMJ) UTNJTY = "
14 GATE VALVES (FLxMJ)
16 LF D.I. EXTENSION 14 "
= 1 -FIRE HYDRANT ASSEMBLY TP 15" SD=33.50 " '� 2-12 SLEEVES (MJxMJ)
" 2 AIR VAC ASSEMBLY r
{ •' CONCRETE THRUST BLOCKING IE 12 W=34.00 / R '4 CONCRETE THRUST BLOCKING
�¢ (PER DETAIL 300.4 ON SHT C 17)
9 4 1a ,
,A r
4 ,
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,A r
t (SEE SHT C10 FOR PROFILE) •- : , : ��
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/ 1 HORIZONTAL SEPARATION BETWEEN
WATERLINE AND STORM LINE n ;A
• p A
'a POWER VAULT
/CB S LID
! ►g /
•, RIS .13'
NC I.E. N 43.38'
O o CONC I.E. S 0.48' n ,A
I I 169 LF 12" D.I W e 4_ -----
WATERMAIN C ; A
FF�A�50 HT 1 FOR PR FI :7 ,� �+
1-33.68 (SEES C 0 0 0 LE)
1=32.40 U 1M
5LFSS6 A
PVC ® 1.0% I k` T/P 12 W-32.10
_.� � lay
i 2" DOMESTIC WATER SERVICE
MATCH LINE SEE SHEET C7
RIM=39.40
IE=35.12 (6" SE, W)
IE 12 SSD=32.60 �A
i AA
INSTALL: STA. 32+61
11-12 Xfi TEE MJx L �•�
1-6" GATE VALVE (FLxMJ)
9 LF D.I. EXTENSION
rA
1 -FIRE HYDRANT ASSEMBLY �
CONCRETE THRUST BLOCKING
60' UTI EAS MOT 1 n A
201 743 04 ,A
204 LF 12" D.I W 4 �� ;/FDA IND BAR/CAP
� { AY 14
DE' J1 A Of (n) A A I
MATCH LINE SEE SHEET C7
RIM=37.28
IE=34.48 (6" NW)
IE=34.38 (8" S)
221 LF 8"
PVC SS00.4%
IE 8" SS=34.42
T/P 12" SD=33.78
O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PLANS FOR BUILDING CONNECTION.
O3 2" DOMESTIC METER W/RPBA PER CIN OF RENTON
STD. PLAN N0. 350.20.
O4 1' IRRIGATION METER AND DCVA.
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