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OF RENTON
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OI 1-2"0 BLOW -OFF ASSEMBLY
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Q REMOVE EXISTING HYDRANT
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SEE SHEET C9 7�00
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INT'X STA: 1+61.50 PLAT =
STA: 7+99.99, CAMAS AVE NE
5' TO BE DEDICATED TO THE CITY OF -
RENTON WITH THE RECORDING OF THIS
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PRIVATE ROADWAY SECTION
SEE DETAIL
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275.8° ' A PORTION OF THE NE 1/4
OF THE NE 1/4 OF SEC. 8, TWP 23N., �RGE. 5E. W.M.
C�lX huse
house CITY OF RENTON,KING COUNTY WASHINGTON
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eaves #1164 X�, A� Xz/4. )U x 27 .80
2 611 1 2 7705. 10� S89-32'47"E (DEED) X
224 273.20
0 276.10 275.90 296.26' (DEED)
275.30
284.91' talc.
I I '�� 276.�0 274.90 -, X
I I I \ 77.48' 50.00' 73.40
275.10 �'��� X274.80 137.42' X272.00
15.00
1 6 2 I X 7, X274.6o x275.80 274.80 X272 C
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1 X275.901 X275.10 \�
6.00 275.20 X272.90
27 _1 1 2 70 1 STA: 1+63.36, 16.02 LT X274.60 - X2 2.4
15' EX WATER METER
w X273.50 X274.50
N I I + OT I w l 3 _
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6' I I I I 0 ��°' F = 275.80 00 �,00n LOT 2 t° � LOT `� X
Z5 0 1' - o T °' °p 272.30
o -�- X274.4o Z FF = 275.00 ��� 1.0
FF = 274.50 ��• 2�2 2 273.20
rn I ch X273.00 .•��h X 0.90
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SCALE 1 " = 20'
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cl?���� 274 OT4 �I��
+ 7-5.5 4.30 1 2 o FF = 274.50 `" o
00 3 2 2 X273.20 4„O WATER METER
75.40 I �'�Q o F� X S X X273.10 N
° 7 271.40 SEE WATER SERVICE TABLE FOR
81\ ,?� h e 1° X LOCATIONS
SS ���� o� 3 0 272.90 272.00 o SEE DETAIL SHT C12
79. 37 57637-5pryE 0 L co�0 ��, o� c>'` \ X272 0 271.40 N
I I -\�26 _ 4. 6 `L ��,, ��.88 X X27oj+0
I I � CHAIN LINK FREEWAY - T _ 272.8 ��� "'�
ar 4 sao•370 71.00 x x T UTILITY CROSSINGS
FENCE S76.51, a o �� X 2.50 X
I 51"e � o 2 4�0 \ SEE UTILITY CROSSINGS ON COMPOSITE UTILITY
51.1 � p PLAN SHEET C14.
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o I SD CB#3, TYPE 2 75'0 2. �_ `ti 4+0 5 o o \ PROPERTY AS CONVEYED BY DEED
o � I I 30 00, � ,
o T UNDER KING COUNTY RECORDING NO.
0 o I ORIGINAL QEED CORNER FF = 274 N
2,zo. 0 270.6o X2 X�o.3o v1.30 6104232
N ► + SD CB#4, TYPE 1 30'00,'041, 1. J 0 90 � 1- 71.20 BENCHMARK
to 5 j STA: 3+85.41, 12.34 LT
- 2270.50 4+8o 2" BLOW -OFF ASSEMBLY BASIS OF ELEVATION CITY OF RENTON MON.
D _ _ _ _ _ _ - �� 71 9 �1' 3 1 `N''� 1-4" MJ CAP W/2" NPT TAP #57 NW CORNER SEC. 8, T23N, R5E, W.M.
SEE DETAIL SHT C12 ELEVATION=99.496 METERS=326.42 FEET
EX. 30„0
CM FX R ?�2 2�4 0 SSMH #2 N 6510.450 CALC. = N56830.947 CITY OF RENTON
INT'X STA: 3+21.14 - - _ _ ` 0p of S Asptiq� r ' s 4 9 �X\ 9.4c / E 66068.649 CALC. = E398127.629 CITY OF REN TO
I ELEV=272.57 SSM Syyq� 6
S. 269.40 VERTICAL DATUM
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4 NAVD-88
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E S� •28, 9 AN VERTICAL DATAM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
27
FX 0.40
LOW POINT ELEV = 272.34
LOW POINT STA = 3+55.94 ��� / EX 2�,0 AMP
PVI STA = 3+56 269.So :
PVI ELEV = 271.86 100.00 VC� \ \ EX 1 WATER SERVICES
+ N A.D. = 3.80 N J + � 8 00 AMP
o N IE AT MAIN
N K= 26.34 N o w N
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1 90� -
WATER SERVICE
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10
STA:
1+87.56,
4.00' LT
271.21
10
STA:
1+89.56,
4.00' LT
271.18
(2),STA:
3+09.53,.4.00' LT
268.90
0
STA:
3+43.15,
4.00' LT
268.44
®
STA:
3+80.95,
4.00' LT
268.63
05
STA:
3+83.70,
4.00' LT
268.64
212 LF 4 W DI CL52
WM -A I. o - U 1�1 "I�
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SSMH #3 - -
- - -
- - STATION AT METER
270
- - _ - - PR �--� PR - STA: 3+85.41, 6.00 RT
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II POP -8„ SS - - PROP 8" SS 1-4" GATE VALVE (MJxFL)
- - -o0 0 0 0 1_4"x4" VERTICAL CROSS (MJxFL)
265 1-4"x4" TEE (MJxFL)
T
T � SSMH 2-4 BLIND FLANGES
SD f13#1, TYPE 48'0 I- SD C 3, TYPE 1 #?
�# 1-4" PLUG (MJ) W/2"TAP & 2" TEMP BLOW -OFF
WATER SERVICE
01
STA:
1+87.56,
11.70' LT
(DI
STA:
1 +89.56,
11.70' LT
02
STA:
3+08.69,
32.83' LT
Q3
STA:
3+43.54,
16.96' LT
®
STA:
3+80.95,
11.47' LT
0
STA:
3+83.68, 13.70' RT
SD C #3, TYPE 2 72'� 1-2 BLOW -OFF ASSEMBLY
SD CB#3, _TYPE 2 72'0 1-4" CAP (MJ)
260 - --- ---- - 1-TEMP THRUST BLOCK
1-CONC THRUST BLOCK
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1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 CHECKED F0 R COMPLIANCE �� CIVIL ENGINEERING & PROJECT MANAGEMENT
CALL 48 HOURS To CITY STANDARDS 32223 1945 SOUTH 375TH STREET Bus: (253) 815-1700
�' FEDERAL WAY, WA 98003 For (253) 815-1701
BEFORE YOU DIG w/ Dater `SroNAL � bschweik@bomcost.net
1-800-424-5555 W' Date t� 3 2T Q¢
EXPIRES 09/20/06 � Date /O/dr� NININ
SCANNED APR 2 2