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CONTRACTOR TO SAWCUT, REMOVE &
REPLACE IN KIND EX. CURB, SIDEWALK,
ASPHALT AND LANDSCAPING AS
NECESSARY FOR CONSTRUCTION.
FINAL GRADING TO OCCUR PRIOR TO
WATERLINE CONSTRUCTION.
PAD GRADING FROM APPROVED TESC
PLANS SHALL BE COMPLETED PRIOR TO
INSTALLING WATERMAIN.
ALL MECHANICAL JOINT FITTINGS
AND
VALVES SHALL HAVE MEGALUGS (OR
EQUAL) RETAINER GLANDS IN ADDITION
TO CONCRETE THRUST BLOCKS.
45
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CURB, GUTTER, SIDEWALK AND ASPHALT�' a POSE AOCM ROAD
AS NECESSARY FOR WATERMAIN a� �3 TEL. RI CAI (PER DETAIL SHEET C20)
CONSTRUCTION. COORDINATE SIDEWALK N ; UTILITY CROSSINGS
REPLACEMENT WITH GARDEN AVE N ROADCABLE X. UTILITIES TO REMAIN I ONIT�R [WELL
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IMPROVEMENT PLANS. MJ X 1d PROTECT FROM DAMAGE j
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Uj CONCRETE BLOCKING
INSTALL: STA. 22+48 V
1-12 22.5' BEND MJxMJ) '
! �aW1!,1 nx ONCRETE LOCKINGEXISTING TREES TO REMAIN
=
4 EXISTING TREES TO v 3 I! 1 I
PROTECT FROM DAMAGE (TYP.) '; ; ! L14D.I W
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(DINSTALL: 0X n MATER BE REMOVED N w ( ,r, + i 78 L I ,A m 5= - 0•
STA. 15+99 ti
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PER DETAIL 300.4 ON SHEET C17
C } "I a' .,.,..,..,,. 'r a •.{` 'tis.'sL�.Y: ..7;.•�:� +'.:.?+`:•S..:i. ;Ci �•,(..t....al:...tia. sl,,,•:.i.Yr';'• i. - •. ; a i}.a:.cxt� „„ •=Ir+• t..
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VALVE � 8' CONC I.E. SL =28,90' SSMH 20 PVC I.E. E= 9. � 0 h116
t RIM=35.32' 20" PVC I.E. =29.00' d11h �� MM
WATER VALVE 20 PVC I.E. E 28.44 20" PVC InL. E=28.92' 8 CONC I, ., N-29.83$ A ��� 1% LIGHT
HYDRANT 20 PVC I.E. W=2834' _ 'ATL VALUE 4 ��, �a� a STANDARD
20 PVC LE. =25.82 �
POWER POLL Sta CONC LE, N=29,80' H` DRANT
50 WAUMINAIRL ' f'sfmatis!!� ���,
WATERLINE SECTION
NOT TO SCALE
(D 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.
02" D0ME5TIC METER W/RPBA PER CIN OF RENTON
STD. PLAN N0. 350.20.
01" IRRIGATION METER AND OCVA.
W-381903 R-381909
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Call before you dig.
4
CONTRACTOR TO SAWCUT, REMOVE &
REPLACE IN KIND EX. CURB, SIDEWALK,
ASPHALT AND LANDSCAPING AS
NECESSARY FOR CONSTRUCTION.
FINAL GRADING TO OCCUR PRIOR TO
WATERLINE CONSTRUCTION.
PAD GRADING FROM APPROVED TESC
PLANS SHALL BE COMPLETED PRIOR TO
INSTALLING WATERMAIN.
ALL MECHANICAL JOINT FITTINGS
AND
VALVES SHALL HAVE MEGALUGS (OR
EQUAL) RETAINER GLANDS IN ADDITION
TO CONCRETE THRUST BLOCKS.
45
EA
0
K11
CSJ
WATER PLAN -WEST
LIGHT
;w d STANDA i >m
t _ OD i n
n1 IRR. BOX
,n & BOLLARD
"1
wr IA d
IIS IN
IA
-o-
oil Z I rA o
91
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It •� is I
IA
n, O I An ¢ rr
xl N
x, I
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N; ZC) �. In
IN
SAWCUT, REMOVE AND REPLACE EX.
x; , 14 JBO
CURB, GUTTER, SIDEWALK AND ASPHALT�' a POSE AOCM ROAD
AS NECESSARY FOR WATERMAIN a� �3 TEL. RI CAI (PER DETAIL SHEET C20)
CONSTRUCTION. COORDINATE SIDEWALK N ; UTILITY CROSSINGS
REPLACEMENT WITH GARDEN AVE N ROADCABLE X. UTILITIES TO REMAIN I ONIT�R [WELL
L
IMPROVEMENT PLANS. MJ X 1d PROTECT FROM DAMAGE j
n, W I J
II x
SSMH
Il RIM=35.24$ ? M
(UNABLE TO OPENS
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CONTRACTOR TO COORDINATE WITH OWNER
ON REMOVING AND REPLACING r " I TA
• : TA. 1+8
EXISTING FENCE M 1-12 11.25 BEND (MJxMJ)
Uj CONCRETE BLOCKING
INSTALL: STA. 22+48 V
1-12 22.5' BEND MJxMJ) '
! �aW1!,1 nx ONCRETE LOCKINGEXISTING TREES TO REMAIN
=
4 EXISTING TREES TO v 3 I! 1 I
PROTECT FROM DAMAGE (TYP.) '; ; ! L14D.I W
1 "
(DINSTALL: 0X n MATER BE REMOVED N w ( ,r, + i 78 L I ,A m 5= - 0•
STA. 15+99 ti
1 12"x 12" CUT -IN TEE ALL FL o - - � � _ -� MONIT0 E
�� I
I .
3-12- GATE VALVES (FLxMJ) x - ty :._ # < t.,_,�t.. Yr _ :.:w';•f=wr �� ;.t.•t�:.. L ti: .' ' :ew:
" x l a :•`r i+ ' w • fr1'i•`SrC 'w «.y •'.•',,•�: w !w.• `«."';iw,�,-• ••",.;y..it}S'.�t i •n��.r •: •'I.t. �': �;;yh: w: .� Wit.. �-.xa ..!i. ! y•_ ••+: i .t �L:. ' r x r x 1
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BLOCKINGxN r � ;• r • ••l"7 wWt rt ..ie ♦ .$ . ar. Y':r •• • txl"• 'iY r •! .a • r:r•- 3['f . !u. .a••' •`♦w••'M":>w . ' r . � ;e` :;-''av =:r "..}. �a4 1• �'t,i.a. a .Oma• :. .r 7 r• 1 a ••i Y wJ.' i S":
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PER DETAIL 300.4 ON SHEET C17
C } "I a' .,.,..,..,,. 'r a •.{` 'tis.'sL�.Y: ..7;.•�:� +'.:.?+`:•S..:i. ;Ci �•,(..t....al:...tia. sl,,,•:.i.Yr';'• i. - •. ; a i}.a:.cxt� „„ •=Ir+• t..
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P WER CABINET (TYP.1 WATER , --- _ - _a- •._ + TEL. kl/H x <:•.. :- :.:` '` �: ',.ti,..
dw
M. P{�� c��� WATER .=SIG Lt [ITIARAIRE�CHOR
P( P VALVE AND YAL POWER
i P(UC) PUC PUC _ x j
ONTROL CABINET J ,� ,
P(LIG) P(UG) PUG { PUC PUG PUG PUG (�. P p tT
r-sarrrr_ rrrr— — — — — — — — — — — — — — — — — r rrr rr r — — = ra .= srr — p`�In r
— — s{Uiii POO P{�.� P(UG) { ,M�a� - :A..
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POWER MANHOLE At LIGHT Oi ER UL l2»r BLOW OFF ASSEMBLY r P(cm)
„
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— — — — p �`ALVL 18 00 — RIND -35'00 2" AIR AC ASSEI� 20+00 BOX SSMH +00 �. SSk
TR WELV
v
ts
E ' ' '�' 18* PW I.E. N=29.56' } MONITOR WELL 24
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w— J J 1 :. C I.E. =29.x'
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SSMH moi) 'L` �'L-L T
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6 ..IM=.53 I$� IG
8* CONC I.E. NW=28.83° VALVE /XALK r
VATSR NATER SSMHPOWER LE I.E..20 l a
VALVE DETER 0 a TS
WATER ._A RIM=35.38 8 CONC I.E. N=29.70 �� 4 �, �`� a
lk
VALVE � 8' CONC I.E. SL =28,90' SSMH 20 PVC I.E. E= 9. � 0 h116
t RIM=35.32' 20" PVC I.E. =29.00' d11h �� MM
WATER VALVE 20 PVC I.E. E 28.44 20" PVC InL. E=28.92' 8 CONC I, ., N-29.83$ A ��� 1% LIGHT
HYDRANT 20 PVC I.E. W=2834' _ 'ATL VALUE 4 ��, �a� a STANDARD
20 PVC LE. =25.82 �
POWER POLL Sta CONC LE, N=29,80' H` DRANT
50 WAUMINAIRL ' f'sfmatis!!� ���,
WATERLINE SECTION
NOT TO SCALE
(D 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.
02" D0ME5TIC METER W/RPBA PER CIN OF RENTON
STD. PLAN N0. 350.20.
01" IRRIGATION METER AND OCVA.
W-381903 R-381909
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