HomeMy WebLinkAboutWTR2701777.23" C.I.
8
EXISTING PIPING:
(FITTING ENDS ASSUMED)
2-8" C.I. 45' BENDS (MJ X MJ)
8" GATE VALVE (FL X MJ)
6" X 8" REDUCER (FL X FL)
6" C.I. TEE (MJ X FL)
6" NIPPLE (LENGTH UNKNOWN)
6" C.I. SOLID SLEEVE (MJ)
6" X 4" CROSS (MJ)
6" NIPPLE (LENGTH UNKNOWN)
6" GATE VALVE (MJ)
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NOTE: FITTING LOCATIONS AND ORIENTATION TAKEN FROM
ENGINEERING PLANS PREPARED BY PETTIJOHN ENGINEERING
CO. INC. DATED MAY 1, 1981, REVISION DATED JULY 29, 1981.
11 3" C.I.
PROVIDE:
8" C.I. PLUG (MJ) W/ BLOCKING
2" TEMPORARY BLOWOFF ASSEMBLY
FOR FLUSHING AND FILLING
N OTE:
BLOWOFF TO BE
LOCATED OUT OF STREET
N 8" D.I. PIPE
TESTING CONFIGURATION FINAL CONNECTION
(REQUIRED THIS CONTRACT)
POWELL AVE. S.W. AND S,-/,W. 3rd PL.
STA 0+00= INTERSECTION OF CENTERLINES OF
POWELL AVE. S.W. AND S.W. LANGSTON RD.
CONNECTION DETAIL
NOT TO SCALE
RIGHT OF WAY LIMIT
PROVIDE:
6"
D.I.
NIPPLE (LENGTH
TO
FIT)
6"
X 8" INCREASER (MJ
X MJ)
8"
D.I.
NIPPLE (LENGTH
TO
FIT)
8"
D.I.
45' BEND (MJ X
MJ)
WITH CONCRETE BLOCKING
(4
SF
BEARING AREA)
8"
D.I.
NIPPLE (LENGTH
TO
FIT)
8"
D.I.
45' BEND (MJ X
MJ)
WITH CONCRETE BLOCKING
(4
SF
BEARING AREA)
8"
D.I.
NIPPLE (LENGTH
TO
FIT)
8"
D.I.
SOLID SLEEVE
WORK PERFORMED BY CITY AND
SHOWN ON THIS SHEET FOR
"AS -BUILT" PURPOSES.
STA. 0+30
WORK REQUIRED THIS CONTRACT
EXISTING 3" C.I. WATER PIPE
EXISTING 8" D.I. WATER MAIN
END OF PROJECT
STA. 0+30
STA 8+09, 18' LT
SEE CONNECTION DETAIL B
8 0 8 8 8 — 8---_ _ 8
CENTERLINE OF RIGHT OF WAY POWELL AVE. S.W. EXISTING 8" SANITARY SEWER ce
8------------------------------'"--------�
CONCRETE DEADMAN I
(TYP OF 2)
41 X 2'H X 1'W
FOUR 5/8" TIE RODS
PER CITY STANDARDS
OAKSDALE AVE.
DETAIL A
NOT TO SCALE
EXISTING FIRE HYDRANT
CENTERLINE
I �
EXISTING 6" C.I. WATER PIPE
�I� r EXISTING 3" C.I. WATER PIPE
STA 3+30, 5' RT (S.W. 3rd PL.)
PROVIDE:
8" CROSS (FL X FL)
2-8" FCA
WITH DEADMAN BLOCKING
8" BLIND FLANGE
8" X 6" REDUCER (FL X FL)
6" GATE VALVE (FL X MJ)
6" D.I. NIPPLE (2' LENGTH)
5 1 /4" MVO FIRE HYDRANT ASSEMBLY
PER CITY STANDARDS
STA 8+22.53 POWELL AVE. S.W.=
— — — — STA 0+00 S.W. 3rd PL.
(NO MONUMENTATION FOUND)
— — — — — — — — — WORK PERFORMED BY CITY CONCURRENT
WITH THIS CONTRACT.
7
STA 0+30
RIGHT OF WAY LINflT STA 0+30, 5' RT. --/I
PROVIDE:
2" TEMPORARY CAP I I a LOCATE 8" D.I. PIPE OVER SANITARY SEWER. (SEWER
AND BLOWOFF ASSEMBLY ll� HAS APPROX. 11 FEET OF COVER ACCORDING TO ENGINEERING
-d DRAWINGS BY CITY OF RENTON DATED AUGUST 1985. #S-385
13 14 15 16 17 i EXISTING 6" C.I. WATER PIPE
co NOTE: EASEMENT OR RIGHT OF WAY AQUISITION TO
>- EXISTING STORM SEWER
BE ACCOMPLISHED BY CITY, CONTRACTOR OR OTHERS
a PRIOR TO CONSTRUCTION BETWEEN STATIONS
3 PROVIDE APPROX 233 ce I 0+30 AND 1+00 (S.W. 3rd PL.)
1 LF 8" D_1_ PIPE I 30'
STA 22+67.00 S. 134th ST.=
STA 17+19.00 OAKSDALE AVE. S.W.
PER POOLE ENGINEERING DRAWING
DATED APRIL 1985, REVISION NO. 1
DATED MAY 6, 1985. (NO MONUMENTATION
FOUND)
PROVIDE APPRUX 8 LF 8'- D.I. PIPE
OAKSDALE AVE. S.W.
NOTES:
1. ALL WATER IMPROVEMNETS TO BE ACCOMPLISHED 5. ISOLATE EXISTING 6" PIPELINE, RELEASE
PRIOR TO PAVING. PRESSURE IN A SAFE MANHOLE PRIOR TO LAYING
2. CONCRETE BLOCKING SIZE BASED ON AN NEW 8" PIPELINE PARALLEL TO EXISTING 6"
ASSUMED BEARING CAPACITY OF SOIL OF 3000 PSF. PIPELINE.
CITY INSPECTOR TO ADJUST BASED ON ACTUAL 6. ALL SURVEY AND LOCATION INFORMATION
BEARING CAPACITY. FROM DRAWINGS OBTAINED FROM POOLE ENGINEERING INC.
3. INTERFERING UTILITIES WERE LOCATED AFTER 7. MAKE FINAL CONNECTION AFTER PRESSURE
A CALL WAS MADE TO UNDERGROUND UTILITY TESTING AND PURITY ARE ACCEPTED BY THE CITY.
LOCATING SERVICE ON JUNE 26, 1986 AT 4:00 PM. 8. 8" D.I. PIPE S. OF STA 21+72 TO BE TESTED AND
4. RESTORE ALL DAMAGED AREAS TO ORIGINAL PURIFIED SIMULTANEOUSLY WITH THE NEW 8" D.I. N.
CONDITION. OF STA 21+72.
d
d
EXISTING 6" C.I. WATER PIPE (LOCATION VARIES)
TO BE ABANDONED AFTER
NEW 8" WATERMAIN IS IN SERVICE
AND SERVICES HAVE BEEN TRANSFERED
BY THE CITY.
LOCATE NEW 8" D.I. PIPE UNDER EXIST.
6" C.I. PIPE AND UNDER STORM SEWER
Z
Engineering
STA 3+40 S.W. 3rd PL.
STA 3+30, 5' RT (S.W. 3rd PL.)--J
SEE DETAIL A THIS SHEET
/�j Di1TE: —/& '8C
' D CI ODOR OF PUBLIC WORK!=
1410 MARKET STREET
P.O. BOX 1180
KIRKLAND, WASH. 98033
206 827 6400
206 4.53 0241
RE OmmENDEr
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STA 3+24, 20' RT
PROVIDE. / vwww 7tPr
12" X 6" D.I. TEE (MJ X FL)
6" GATE VALVE (FL X MJ) � , n w �
5 1/4" MVO FIRE HYDRANT ASSEMBLY �,�"
CITY OF R EN TON
DEPARTMENT OF PUBLIC WORKS
WATER PROJECT NO. 843 SUPPLEMENT
SOUTH KNOLL WATER PLAN
NO.
REVISION BY REVIEW DATE PLOT I TVP I RHH I 1"=40' IJUNE 30, 1986I