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of ap ap xl�l�� I i� II �I APPROXIMATE LIMITS OF
op 3 2H:1V SLOPE
ap ( 1 II PROPOSED BARRIER
r
L
1
op SEX 6" G. INSTALL TEMPORARY
r I END CAP AND BLOW
p' �.- �. �� OFF ON EXISTING
PROVIDE PAD FOR HYDRANT
- WATER STUBS WITH COMMON BORROW
PER WSDOT STANDARD
SPEC. 9-03.14(3) COMPACTED
S,> TO 95%
'WSDOT SHALL OWNQ 2H:1V SLOPE
AND MAINTAIN AL 8 O
REMOVE EX. FIRE HYDRANT
NEW FIRE H ANT SEMBLY �� PIPES AND AND EX. 8" WATER PROPOSED J 1�
NEW SUPPORT HYDRANTh ST OF 4:1 SLOPE '
PER CITY RENTO STANDARD - COLUMNS THIS EX ' G.V.
PLA 0.1 /7
SB4 STA 12 3.15 (67.97' LT) EX 8" WATER (BASED ON WSDOT CONNECT TO 8" EXISTING
-� 33 HYDRANT INSTALLATION PLAN 1-8"x6" REDUCER (FLxMJ)
\ ATTACHED TO WATER SERVICE
PROPOSED `L .pl AGREE ENT WITH CITY OF RENTON
BARRIER DATED JUNE 2, 1987)
x� US Q -- 11 3 1�
0
3 ^ CONNECTION DETAIL
-1O
B \ � NOT TO SCALE
REMOVE EXISTING,-
S FIRE HYDRANT
/ EX 21' W T
CONNECTION / // 11 '� EXISTING VALVE
DETAIL fJ Jrli� i WSDOT SHALL OWN INSTALL TEMPORARY
c§' I AND MAINTAIN ALL END CAP AND BLOW
OFF ON EXISTING
36" 3
HYDRANT PORTS TO
BE LOCATED ABOVE
TOP OF BARRIER
[J
PROPOSED
BARRIER
SB 1-405 TO
SR 167 RAMP
6" GATE VALVE WITH
' FLANGED SHOE (FLxMJ)
NEW 6" DI
1 I PIPES AND WATER STUBS r 6" GATE VALVE WITH
I - HYDRANTS WEST OF
FLANGED SHOE (FLxFL)
THIS EX 6" G.V. 1-8 45 BE D Jx L)
f 1-8" 11.25' BEND (MJxFL) 8"x6" REDUCER (MJxFL)
EX 6" G.V. CO C TE BL CK G
/ FIRE H Ny / ( .59 ) - tw NEW 8" DI
REMOVE E G � 37 'RT
/ f� EX 8"x6" TEE REMOVE EX. HYDRANT SETTING AND
W 8" WATER ORIENTATION DETAIL
^ .
O N LOOKING SOUTH
REMOVE EX.
wA6' ` W SUPPORT FIRE HYDRANT
N8 / / /- - / f / COLUMNS m Lr) Ey $ — 36" 36„
00 J
PROPOSED BARRIER
HYDRANT PORTS TO
PROPOSED W BE LOCATED ABOVE
/ / I .)I I TOP OF BARRIER
WALL (TYP
CONNECTION > 1-8" 22° BEND (MJxFL) PROPOSED
/ 10 f` � � DETAIL CONCRETE BLOCKING BARRIER
/ �6RPN\P 3 j IP1 NB405 1209+42.33
7
�� (64.86'RT)
Go 10 LF 3 I OF NB SR 167 TO
/ F $ ' F� PLAN COVER (TYP)
i 7.." L 3NB I-405 RAMP
M \N'O 1-8" 45' BEND (MJxFL)
^ CONCRETE BLOCKING
1-8"x6" TEE (FLxFL) NB405 1209+35.61
1-8" CAP (FL) (71.55'RT)
^ PROPOSED / 1-8" ADAPTOR (FLxMJ)
BARRIER I 1-6" GATE VALVE (FLxMJ)
=' \ CONCRETE BLOCKING / ��
� I z N+.0 (7.6' RT) Z 1CONNECTION DETAIL
B405 120817622
= ' ` NOT TO SCALE
NOTES:
NEW FIRE HYDRANT ASSEMBLY PER \ ATI[I�IE®►1 HYDRANT SETTING AND
1. ALL NEW PIPES AND HYDRANTS SHALL BE PRESSURE TNUM 1l ORIENTATION DETAIL
CITY S A 1208+NTON STANDARD PLAN 310.1 TESTED, CLEANED AND DISINFECTED PER CITY OF RENTON LOOKING UP STATION
N6405 STA 1208+17.50 (68.58' RT) ,/ STANDARDS BEFORE FINAL CONNECTION TO EXISTING
/\ WATER STUBS. —
1 9 Z019
2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED
1 0 25 50 �_r AS -BUILT
\/ GLANDS EQUAL TO MEGALUG 1100 SERIES OR ROMAGRIP
SCALE IN FEET OR APPROVED EQUAL. Dc1 USED FO CO�1@T UCTOR
3 RGVGII�7 f-V1l V IAA � RFIV 1 tVl�
FILE NAME c:\pwworking\nail_xjzigweid\d0321992\CB811_DE_UTD14.dgn W-381217
TIME 11:13:15 AM REGION STATE FEDNO..AID PROJ.NO. ` I / PLAN REF NO
DATE 12/1812019 REV 3 - RFI0235 12/18/19 10 was TWO 1-405 / SR 167 INTERCHANGE UTD14
PLOTTED BY JeffZ REV 2 - RF10191 3/7118 _ DIRECT CONNECTOR
DESIGNED BY B. HELSLEY REV 1 - RF10208 1/30/18 doe NUMBER
Washington State SHEET
ENTERED BY G. RIMANDO REV 0 -RFC 7/13/17 o v 260
,i, �, 33747 � y
CHECKED BY J. ZIGWEID REV B - FINAL REVIEW 5/4/17 CONTRACT NO. LOCATION NO. �s ecrscEe� Department of Transportation OF
PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 3/17/17 \t, e° WATER DETAIL PLAN - TALBOT ROAD 887
c8811 DATE DATE FIRE HYDRANT RELOCATION SHEETS
REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP eoz P.E. STAMP eox