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APPX LOC.
STA. 45+66.8, 14.71 T
1 1 — F. H. ASSEMBL Y
7227502065 4 STA. 45+66.8, 4.71T
2716 NE 5th PL 1 — 8 x6" TEE (MJxFL•
`� 1 — 8" GV (MJ)
ENTRY / 1 — 6" GV (FLxMJ)
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FjA'yi uJ l 1 — 8" 11%4' BEND (MJ) W/
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STA. 45+69.3 30.01T APPX LOC.
z 1 — CONCRETE DEADMAN BLOCK I LLI
STA. 45+69.3, 23.0'L T I
CD 1 — 8" 45' BEND (MJ) W/ 1 — 8 SPOOL Q
z MEGA —LUG THRUST RESTRAINT 1 — 8 x10" INCREASER (MJxMJ) 8 I
1 — CONC. THRUST BLOCK 1 — 10" SPOOL 7227800665
W I 1— 10" TRANSITION COUPLING D 1 INDEX AVE NE x
> STA. 45+75.3, 16.71T I W
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CONC. THRUST BLOCK PUONCHN. NIN CASE1 2"BRASS DISC
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2 — 8" GV (MJ) STA. 46+04.5, 4.71T IN CONC. STAMPED "LS 23613" Q
BAIL IN FACE PP �0 1 — 8 X8" TEE (MJxMJ) W/ �.' & "1994", DN 0.7' I
CONC THRUST BLOCK
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7236300005
2721 NE 5th PL
MON. IN CASE
PUNCH IN 1-1/2"BRASS DISC I
IN CONC. STAMPED "LS 23613" z
& "1994", DN 0.6' O I
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WA TER N0TES, •
A6APPR0XfMA7E LOCATION OF EXIS77NG SANITARY SEWER
AX
COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
A2REMOVE
EXIS77NG FIRE HYDRANT.
SHALL POTHOLE /N ADVANCE TO DETERMINE EXACT
LOCA77ON AND DEPTH. LOCH7E WATER MAIN PIPE JOINT A
AjCLOSE
VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES)
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS A T OWN EXPENSE AS FOLLOWS.
Q4
REPLACE EXIS77NG 3/4" WATER SERVICE WIN NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
—VITRIFIED CLAY RE —SECTIONED WITH PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
—CONCRETE: RE —SECTIONED WITH ROMAC SADDLE
5Q
POTHOLE /N THIS LOCA77ON AHEAD OF WATER MAIN
INSTALLA 77ON TO ESTABLISH LINE AND GRADE.
—PVC: RE—SECTI0NED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
E—MAIL: info@brhinc.com
I
RECOMMENDED
FOR APPROVAL
BY
BY
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47+00
--- 4 +00
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I STA. 48+27.5, 73.0'L T
1 — CUT —IN 67GV (MJxMJ)
2 — 6" SPOOL
2 — 6" TRANSITION COUPLING
I
STA. 48+36.1, 14.01T
I 1 — 8 x8" CROSS (MJxMJ)
I2 — 8"GV (MJxMJ)
6 — 8" SPOOL
1 — 8" 11%4' BEND (MJxMJ)
W/ MEGA —LUG
I 1 — CONC. THRUST BLOCK
L — v AU TAGL./vL v_ll tmv/
2 — 6" SPOOL
2 — 6" TRANSITION COUPLING
I STA. 48+50.0f, 14.51T
5 1 — 8"GV (MJxMJ)
1 — 8"X10" INCREASER
3 1 — 10" SPOOL
1 — 10" TRANSIT/ON COUPLING
.1 — CONC. DEADMAN BLOCK
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GUARD RAIL
STA. 46+04.8, 6.3L T —
1 — 8" 45' BEND (MJ) W/ — —
MEGA —LUG THRUST RESTRAINT I
1 — CONC. THRUST BLOCK
STA. 45+95.8 15. O'RT I
1 — 8" 45' BEND (MJ) W/ 1 — 8 SPOOL
MEGA —LUG THRUST RESTRAINT 1 — 8 x6" REDUCER (MJ)
1 — CONC THRUST BLOCK 1 — 6" SPOOL
1 — 6" TRANS/ TION COUPLING
11
1 � 7236300055
7236300060
516 HARRINGTON AVE NE
513 INDEX AVE NE
GENERAL NOTES
1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN
THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED.
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE
DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN
EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY
CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT
TO BE DISINFECTED /N PLACE SHALL BE SWABBED WITH 19 CHLORINE SOLUTION
PRIOR TO INSTALLATION.
2. AFTER DISINFECTING THE WATERMA/N, DISPOSE OF CHLORINATED WATER BY
DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER.
J. DEFLECT THE WATERMA/N ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO
MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN
UTILITIES UNLESS OTHERWISE SPECIFIED.
4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS
UNLESS OTHERWISE NOTED.
SURVEYED: SCALE:
BRH
DESIGNED: As Noted
AW
DRAWN:
AW
ONE INCH
CHECKED: AT FULL SCALE
AW, AG IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: LH SCALE ACCORDINGLY
5 I PH-
MM IN S
PUNCH IN - "BR,AS.S�C
ry IN CONC. T PED LS 23613""__
& "1994", J j 0.5'
6
W3 W5
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DN=1.92' /
"STOP" °
v a'. DN=1.90'
x� I
TOP CTR. BOLT F.H.
IELEV=298.77
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W=367 03
DATE:
VERTICAL-- NAV1988
HORIZONTAL- NAD D1983/1991 CITY O R NE 5T H PL 9— 4-13
RENTON WATER MAIN REPLACEMENT PROJECT F GLDBOOK:
DRAWING NO:
DATUM Planning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 44+00 to 48+80 2013009.00
SHEET: OF:
W-3 5
W I - 131617131 1
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