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A PORTION OF SE 1/4 W 1/4 10 TO S 23 ILL a5 E.,
Y, wll`iiTtlN
WATER FLM A
CONTRACTOR TO PODW LUA • 06 067
V0*Y LOCATION OF PM'E. s UIM6174
CONNIECT TO EXISTING 8r MANN
PER CITY OF RENTON 9LF"W DI
STANDARD PLAN NO. 300.5 STA. 20+11.93
(8r SI-EEVE(MJ) STA. 2{i+20 77
i 1 /
(DEMIM WA R DISTRICT 90 WATER 1 E`XR TO -- - --- -- / _.
ROM OPERATIONAL KITH. NEW 85 CITY OF �* � w►�
RENTON MANN IS CERTIFIED & EXISTING HODS w DAN
ARE HOOKED TO NEW RENTON WATER ME1M
PORTION OF EXISTING 4r (WATER STA. 21+87.40'
A. 1+ • 5.W1 1- xq IBJ DISTRICT X90) wl1TER loom Tn REMAMN 1- GRAPHIC SCALE
,r CAP MJ Q TEE (1MMJxFL)
1-1�MT BLOCK, SEE THR11)ST 1- x#5 MJ OPERATIONAL DURING CONSTRUCTION. 1-6r GATE VALVE FLxMJ 30 0 ,s 3o so
,2'' BLOW- ASSY . 3 BLOCK TAiNE AID STANDARDS 1 -THRUST BLOCK, SEE THRUST AFTER CONSTRUCTION OF NEW CITY OF ( )
R SID PLN 340.1 y o 16LFN8r D1 SEE SN�ET C12 (TYP) BLOCK TACE NO STANDARDS RENTON WATER MAIN, EXISTING 4r 15 LF 6 CL 52 DF
ID 7H1IMT BLOCK ao SEE SHEET C12 (TYP) PIPE TO IN PLACE 1 FIS HYDRANT ASSEMBLY
7HRIUST BLOCK
W AND FN1ED NTH CDF. - ( IN �r
I II I v STA. 20+13.52, 8.90 RT APN 1023059211 APN 1023059168 1 inch = 30 ft.
II I W PRIOR TO ANY CONSTRUCTION - - - _ 973 CHELAN AVE NE 4531 NE 10TH ST
LOCATE AND CAP ENSTING 4 - - RENTON,WA. 98059 RENTON,WA. 98059
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STA. 1 •J11'RT I
1-1rx45 BEND (MJ) 3
1-TrMT BLOCK
1-2r BOM
PER STD F
AND THRUI,
425
OUTFALL
TO POND
CB#3 TYPE
STA.=1+01.10, 13.25' Ll
RIM=422.57
I.E.=419.30 OUT(12" N,E
CB#2 TYPE
STA.=1+01.10, 13.25' R-
RIM=422.57
I.E.=417.77 IN/OUT (12"
410
C\
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410
CB 12, TYPE IL
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CENTERLINE
RIM=419.07
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3-8r GATE VALVES (F'LWJ)
-
STA. 6+13.49; 33.
6'LT
RIM=419.07
lot
I.E.=415.91(12" NN)
204;M00
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I.E.=415.91(4" N)
SEE DETAILS ON
HEET 14.
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STA. W4.112:6.1 VRT
i-irr BEND (mi)
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R M=419.65
I. .=416.15 (4" S)
S E DETAIL ON SHEET 14.
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6+60
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AN PL NE
STA: 6+00.00 TO STA: 6+94.44
1-o
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AND
1" = 30' HORZ. 1" = 5' VERT.
PVI STA = 2+12.59
PVA ELEV = 424.05
A. D. = 0.80
K=62.50
50.00' VC ,
420
15 aTY OF NITON ;, ^
TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1
1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL
If MJ
/ ( )1-8-x11-1/4'/ 1
1-8"x11-1 BEND I �I
1- x11- 1 4• MJ / I
1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST
BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1�
SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - -
FUSHED GRADE ® BLOCK TABLE AND STANDARDS
STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - -
<.1 1-THFIUST BLOCK
3-8r GATE VALVES (F'LWJ)
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BLOCK TABLE AND STANDARDSSTA.
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6+17.89
SEE SHEET C12 (TW)
1- x22-1 r BEIM MJ
I
1 -THRUST BLOCK, SEE THRUST
,
BLOCK TABLE AND STANDARDS
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SEE SHEET C12 (TYP)
STA. 5+67.56, 2.85RT
WLT
1- x22 1 2 BEND(MJ)-
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1 -THRUST BLOCK, SEE THRUST
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GRAVELI
BLOCK TABLE AND STANDARDS
SEE SHEET C12 (TYP)
\ I
---------
-------;APN
I
APN 1023059305
964 CHELAN AVE NE
RENTON,WA. 98059
15 aTY OF NITON ;, ^
TA. 4+ 6.7 'RT WATER E�T. I I W~8r D1
1- x45' BEND MJ) STA. 16+42.96, 45.52'LT DUVALL
If MJ
/ ( )1-8-x11-1/4'/ 1
1-8"x11-1 BEND I �I
1- x11- 1 4• MJ / I
1 -THRUST BLOCK, SEE THRUST STA. 5+67,56 2. i'RT 1 -THRUST BLOCK, SEE THRUST
BLOCK TABLE AND STANDARDS 1- x22-1 MJ BLOCK TABLE AND STAND � 1�
SEE SHEET C12 (TYP) 1 -TNN MT BLOCK, SEE THRUST SEE SHEET C12 (TYP) - - -
FUSHED GRADE ® BLOCK TABLE AND STANDARDS
STA. 1.1.1' T= STA. 3+80.00' 5.00 RT T C1 2 TYP - - - -
1+20 1+80 2+40 3+00 3+60
CHELAN AVENUE NE
STA:1 +00.00 TO STA: 5+64.07
1" = 30' HORZ. 1" = 5' VERT.
4+20
4+80
5+40
420
410
cn
O
0-
12LF^e
420
co
N
20+40
W-386901
STA. 16+42.96, 20.96'(DUVALL)
CONTRACTOR TO POTHOLE &
VERIFY LOCATION OF PIPE.
CONNECT TO EXISTING 16' MAIN
PER CITY OF RENTON STANDARDS.
1-16rx8r TAPPING TEE (MMI)
1-8r GATE VALVE (FI.IJ)
1-1HRUST BOCK, SEE TRUST
BOCK TABLE AND STANDARDS
SEE SHEET C12 (TYP.)
21+00 21+60
COM" A11� NE
STA: 20+00.00 TO STA: 23+25.93
is' a fi][Zil r571 A
22+20 22+80
430
CALL 48 HOURS
BEFORE YOU DIG
DIAL 811
P\J \SINT,�i
IASy
Q
42841 �.-
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1
204;M00
8rAr TEE (FL)
1-6r
VAL (
)
EXISTING GRADE
@
STA. 1+06.46,-!r!
00'LT
to
8r GATE VANE
RAU
8 LF 6
1 -FSE
CL 52 DIP
HYDRANT
Y
CENTERLINE
ROAD
/
1
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1
^
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2-
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3-8rGATE V
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340.1
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(N-12)
@ 1.82%
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114LF 8�, PV
SDR35 @ 1 .0
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12 ADS(N-1)
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SSMH#5 (48"
AD(N_12
S
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, 4.99 LT
STA.=5+57.0
8 PV
(SDR35 @
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RIM=431.03
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"NE&NW)
2
L F 8 PVC
CQ#5 T
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IE=423.00 OUT
LADDER=W
8S
(SD
35 @ 1.00%
STA.=2
X26.37 13.25 R
ST
LT
.=3+52.95, 16.z-5'
20LF 8" PVC
RIM=42
.05
RI
=426.75
@ 0.5)%
_
TT_(SDR35)
IE
419.25 IN(8"E)
SSMH#4 (48")
C13#4
TYPE I
IE
419.15 OUT(8 S)
STA.=4+36
78, 4.25' LT
STA.=
T
Cg
TYPE I LA
DER=W
RIM=428.6
+26.37, 13.25
STA
=3+21.61, 13.17
RIM=4
4.05
RT
IE=421.86
N(8 NE)
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„
SS
H 2 48"
# ( )
__
RIM
425.95
IE=421.76
UT 8 W
58, 5.00RT
RIN
_ +
=423.48
IE -
122.65 OUT (12")
LADDER=E
i
STA. -1+41
RIM=423.0
IE
417.31 IN(8"N,S)
C13#3
TYPE 1
PROPOSED
GRADE
=3+21.61, 13.17
IE=417.76
N(6"SE)
IE=
417.21 OUT(8"W)
STA
RT
EXIS
ING GRADE
IE=417.59
UT(8 N)
LA
DER=E
RIM
425.97
i
LADDER=W
IE=
22.52 IN/OUT (12"
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1+20 1+80 2+40 3+00 3+60
CHELAN AVENUE NE
STA:1 +00.00 TO STA: 5+64.07
1" = 30' HORZ. 1" = 5' VERT.
4+20
4+80
5+40
420
410
cn
O
0-
12LF^e
420
co
N
20+40
W-386901
STA. 16+42.96, 20.96'(DUVALL)
CONTRACTOR TO POTHOLE &
VERIFY LOCATION OF PIPE.
CONNECT TO EXISTING 16' MAIN
PER CITY OF RENTON STANDARDS.
1-16rx8r TAPPING TEE (MMI)
1-8r GATE VALVE (FI.IJ)
1-1HRUST BOCK, SEE TRUST
BOCK TABLE AND STANDARDS
SEE SHEET C12 (TYP.)
21+00 21+60
COM" A11� NE
STA: 20+00.00 TO STA: 23+25.93
is' a fi][Zil r571 A
22+20 22+80
430
CALL 48 HOURS
BEFORE YOU DIG
DIAL 811
P\J \SINT,�i
IASy
Q
42841 �.-
FssF�/ sIE�``
/'NA L EAG