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.0 CITY OF RENTON MON #1891 FOUND bnQ lIA/ C' AI A/A
BRA SS DISK IN colvc IN CA SE Wirth x TION 0 Tl L_ I V v v 1 4', E 0 �3, T INIV ,�,� I v RGE 5 L � V,�
INTER NE 22nd PL & UNION A VE NE (1/05
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2+96-5'LT
1-45' BEND MJ
EX WATER METER TO TO CUT _ CONC BLOC
AND CAPPED BY CITY FORCES 2+90-51 T
it NEW 6' A CCESS PRI VA TE 1- 45' BEND(MJ)-
C_ i I FASEMENT TO BE SECURED CONC BLOCKING
18' N i F_� 5, ROM TAX LOT 196 6LF 8" DI CL52
29+46.22-18 RT UNION
1+18-51T CUT -IN BY CITY
1-12"X8" CUT -IN TEE(MJXFL) 1 0 I
1-8" GV (FLXMJ) u-)4
1-12" SLEEVE (MJ) in ,
1-12"OX18" DI NIPPLE '
1-8'„ VERT CROSS(MJXFL) �o o
2-8 BLIND FLANGE, ONE NE 22ND t _ - - - -` 0.
TAPPED 2 W/2 PLUG 00
CONC BLOCKING, SEE STREET
CONNECTION DETAIL SHT 50 MON /N CAE
29+24.98 UNION
A VE NE
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EX FH EX r P
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EX MON IN CASE
W 114 CORNER SEC 3— 2J— 5
NE 19 TH STREET
S87°44'14 "E (PLAT)
UPDATE EX. FH AS REQUIRED
EXIST FIRE HYDRANT TO BE
RETROFITTED WITH STORTZ FITTING.
"AS —BUILT NOTE: 4 ,a
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY `� 9470 w�
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR. S10NAL
EXPIRES 6/22/07
20' PRIVATE INGRESS &
EGRESS OVER LOT 1
26' PRI VA TE STREET WI TH
20' PAVED SECTION,
DETAIL SHEET 6.
26' CITY OF RENTON
& SA N. SEWER EAS'T.
J+92-f4'L-P 59' L T
1-8" VERT CROSS(MJXFL)
2-BLIND FLANGES W/2"TAP & 2"
PLUG
1-8" PLUG(MJ)
1-2" PERM BLOW OFF ASSEMBL Y
ttv'. ' L t ` `'' CONC BLOCKING
FRU`V T A P ,
_T A
r
L(_7KLJJ L qI )LMLN I UVLK 1-8" PLUG(M✓)
LOT 1 1-8" GV(FLXMJ)
CONC BLOCKING
..SEE PROFILE NEXT SHEET
NOTE
FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO
EXCA VA TION FOR WA TERMAIN AND FIRE HYDRANT INS TALLA TION.
NO TE.'
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON
STREET 0VERLA Y AND TRENCH RESTORA TION DETAILS
1 - 8" PLUG (MJ) W774 2" TAP &
2" TEMP. BLOW -OFF ASSEMBL Y
1+18-5'LT CUT -IN BY CITY
1-12"X8" CUT -IN TEE(MJXFi
1-8" GV (FLXMJ)
1-12" SLEEVE (MJ)
1-12"OX18" DI NIPPLE
1-8" VERT CROSS(MJXFL)
2-8" BLIND FLANGE, ONE
TAPPED 2" W/2" PLUG
CONC BLOCKING, SEE
COivivECiiOI`v DETAIL
REMOVE EXIST. 6" GV
INSTALL 6" BLIND FLANGE .
EXISTING TEE
8" VERTICAL CROSS (MJxFL)
1 - 8" PLUG (MJ) WITH 2" TAP &
2" TEMP. BLOW -OFF ASSEMBLY
1 - 8" BLIND FLANGE(B01"
1 - 8" BLIND FLANGE(TOP) WITH
2" TAP & 2" PLUG
TEMPORARY BLOCKING Z
Z
I �
NEW 8" DIP �?
PRI VA TE ROAD
NEW 8" DIP
PRI VA TE ROAD
AFTER POL YPIGGING, PRESSURE & PURITY TEST,
REMOVE TEMP. PLUGS, BLOCKING, AND CONNECT
W/8" SOLID SLEEVE (MJ)
TEST CONNECTION FINAL CONNECTION
CONNEC 77ON DETAIL
N. T. S
NOTES
1. CONTRACTOR TO POTHOLE EXISTING WATERMAIN
AT CONNECTION LOCH TIONS
2. CITY STAFF WILL MAKE ALL FINAL CONNECTIONS
15' CI TY OF REN TON
SANNRY SEWER EASEMENT
20' PRI VA TE -STORY
EASEMENT \
NO TE. \
MAXIMUM AVAILABLE FLOW RATE IS LIMITED TO
1250 GPM.
GROSS BUILDING SQUARE FOOTAGE INCLUDING
GARAGE MUST NOT EXCEED A TOTAL OF J, 600
SQ. FT. STATIC WATER PRESSURE f 48 PSI @ FF
ELEV. = 448'.
A/F 2n ry STREET
S8TJ5'1 I �E
J8J.10'
RErOMMFNDFD,`
FOR
APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
I
A
y
15' PVT UTILITY
EASEMENT
798004SITE. DWG
SHED, 10 OF 12
IWIAITIL
SCANNED OCT 2 7 200E A3 - w _ 2-4