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"AS-BU/L T" NOTE:•
AS -BUILT" IS BASED ON ACTUAL FIELD SURREY
BY TOUMA ENGINEERS AND INFORMA770N SUPPLIED
BY CONTRACTOR.
NEW 8 " D. L tVA TER LINE
VER T ICAL CROSS (MJXFL) FOR POL YPIGGING.
1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1-BLIND FLANGE ON BOTTOM
PORTION
OF
THE
SW1 f 4 OF
THE SE 1 /4
SEC 5,
TWN
23
N,
RANGE
5
E- 2 W.
M
.
CITY OF REN TON MON #250
INTERSECTION ABERDEEN
A VE NE & NE 20th STREET
FOUND BRASS SS DISK W/CRO;
IN CONCRETE MON
IN CASE (06103)
N_89°57'48" E 1326.56' MEAS) _ _ _
INTERSECTION OF JONES AVE NE STA 2+
{,�
& NE 16th STREET E 1 I f STREET 6" TEE
MJX
FOUND BRASS DISK W CROSS 8"XG TEE (JXFL)
GATE VALVE (FLXFL)
IN CONCRETE IN CASE (06/03) FIRE -HYDRANT ASSY--�
8'X4' REDUCER (MJ)
CONC BLOCKING
STA 0+98, 5'RT 26' PRI VA TE ACCESS
4"X4" VERT CROSS(MJXFL) 20'SHARED & CITY OF REN TON
INSTALL PERMANENT DRIVEWAY & FUTILITY EASEMENT
2" BLOW -OFF ASSEMBLY UTILITIES SEE STREET SECTION
PFP CTF) r)FTAII RP?�,A r� r�ir.rr _ _ _. _-- — D011/ATrl_ CTAC-G-T
N 89032'54" W
1- PL UG(MJ) WITH 2" TAP & 2" BLOW -OFF TES T CONNEC TION
TEMPORARY BLOCK
NE 12th
1728.72'
STREET
(CALC)
STA 7+78.20. 3
CUT AND CAP
EXISTING WATER
METER
FK M Al N U NE
STA 9+34.42, 31' RT
EX. FIRE HYRANT
N 187454.9033
E 1,664788.2472
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GRAPHIC SCALE
I
d§ 9G 20 9�
( IN FEET )
1 inch = 20 ft.
i
+h
" 43LF 8" D.1. WTR LINE
A 3� 00 (PRVITATE RD)
STA 8+70.45 (ABERDEEN)
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CITY OF RENTON MON 1171
INTERSECTION ABERDEEN
A VE ,NE & NE 12th STREET
FOUND 2 112 "BRASS DISK
IN CONCRETE MON /N CASE
(06/03)
AFTER ALL CLEANING BY POLYPIG, PRESSURE
TESTING AND DISINFECTION. REMOVE TEMPORARY
BLOCK & BL O W- OFF, AND CC - - TO VALVE WITH D.I. SLEEVE (;
SPOOLS
TAPPING TEE (MJXFL)
16 "X8"TAPPING TEE(FLXMJ)
TEMP PLUG (M J) W/2 "TAP
AND 2" BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
STA 8 + 6 6. 18 - 161 R T- ABERDEEN AVE. NE
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FI NA L CONNEC TI ON
STA 8+66.18, 16'RT
16"X8" TAPPING TEE
(MJXFL)
8" TAPPING GATE VALVE
(FLXMJ)
CONC BLOCKING
STA 8 f 6 6.18 - 16 ' R T- ABERDEEN AVE. NE
V
NO TES:
1. TAPPING TEE SHALL BE MADE
OF DUCTILE IRON OR EPDXY-
COA TED STEEL.
2. NO SIZE ON SIZE TAPS ON
CAST-IRON WATER LINES.
TAP SHALL BE A T LEAST 2'
SMALLER DIAMETER THAN THE
EXISTING MAIN.
3. NO WET TAP ON ASBESTOS
CEMENT LINE OR STEEL LINE.
4. WET- TAP SHALL BE DONE ONLY
BY CITY -APPROVED (I'l-ONTRACTORS:
C S PEER TAP, SUMftloR 'f 0, US Wlelt i A(LGK6 SUMP)
5. CONTRACTOR SHALL POTHOLE AND
VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB
AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND
VERTICAL ALIGNMENT OF THE
EXISTING STUB.
CITY FORCES WILL PERFORM THE
FINAL CONNECTION FROM THE.
WATER LINE TO THE TAPPING VALVE
WITH D.I. SLEEVE AND D.I. SPOOL
6. FILL AND COMPACT ROAD PRISM TO
FINISHED GRADE PRIOR TO EXCA VA TION
FOR THE INSTALLATION OF THE WATER
MAIN.
7. ALL TRENCH RESTORATION SHALL BE
PER CURRENT C'I TY OF REN TON TRENCH
RESTORATION AND STREET OVERLAY
REQUIREMEN TS.
8. SERVICE LINES SHALL BE INSTALLED
AT THE TIME THE WATER MAIN IS
INSTALLED.
hiam,315460 1
RECOMMENDED
FOR ARpR❑`JAL
-,,.t,,�-
B Y D A T Ev? EXPIRES 6,'22j05
B Y D A T E sv v y
BY ABvo%L 6AftkrvDATE 3130 04 830-003-031
DRAWING NO:
BY DATE
BY DATE SNEEr: o OF: n
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