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CITY OF RENTON
CONTROL POINT
NO. 806
FND MON IN CAE
12— 28— 00
JUUIH ROW OF
NE 9TH COURT
",L SOUTH LINE
' OF SITE
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CITY OF RENTON
CONTROL POINT
NO. 1848
FND MON IN CAE
9
10
12-28-00
10-23-5
WATER SERVICES
LOT NO.
STA
(NE 9TH CT.)
1
4+63
2
4+55
3
4+17
4
4+ 17
5
3+25
6
3+23
7
3+07
8
2+62
9
2+22
10
1+75
11
1 +33
12
1+29
13
1 +06
14
EXISTING
15
1+11
15A
1 +28
16
1 +32
17
4+77
18
3+93
19
3+42
ALL METERS & SERVICE
LINES ARE
314". BUILDING
SUPPLY LINES ARE 1 ' D/A.
. W.
JILT
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IVE
iAGUN I KUL F'UIN I
NO. 1848
FND 'AON IN CAE
0 12-28-00
10-23-5
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PROFILE - MISSION HILLS PLA T TO VASHON PL NE
SCALE. 1 "=40'H 1 "=5'V
wrap-t'7-.telfi
ROAD C. L.
ELEV.
17
XISTING SAN. SE
RIM ELEV.=416.4E
I.E. 8" DI EAST
� I POWER � 6
I i Lill T
ll
14.7 I I
BLDG
PROFILE - NE 9TH PLACE & VASHON PLACE NE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-555
Haozous Engineering, P.S.
13428 - 45th Court Mukilteo, WA 98275
425.744.0305 fax 425.745.5872 phone
robert@haozous.com
7 /23 /02
I EXPIRES: 3/04/03 1
4/30/03 5 AS —BUILT RECORD DWG RHD
12/15/02 4 REV. FOR EX. SAN MH ADJ. RHD
10/3/02 3 RELOC WM TO SW —ADD WAT. ESMT. RHD
9/23/02 2 INCORP. 9/20/02 CITY COMMENTS RHD
9/9/02 1 INC_ORP. 8/27/02 CITY COMMENTS RHD
DATE N0. REVISION BY
0 40 80
SCALE IN FEET
NOTES:
1. TOPOGRAPHIC INFORMATION INCLUDING BENCHMARKS AND
LEGEND ARE FROM SURVEY NO. 00-097, DATED JANUARY, 2001
BY TRI—COUNTY LAND SURVEYING COMPANY.
2. SEE SHEET 11 FOR WATER NOTES AND DETAILS.
3. FILL AND COMPACT THE ROAD PRISM TO FINISH GRADE PRIOR
TO EXCAVATION OF THE INSTALLATION OF THE WATERMAIN AND FIRF
HYDRANT.
4. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY
OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
5. PROVIDE 1 FOOT MIN. CLEARANCE BETWEEN STORM AND WATER.
PIPES. IF CLEARANCE IS <1 FOOT, REPLACE STORM PIPE WITH
SAME SIZE C900 WATER PIPE FOR 10 FEET EACH SIDE OF
CROSSING AND CUSHION PIPES AT CROSSING WITH ETHAFOAM 220.
10:3
WATER NOTES
(STATIONING IS NE 9TH PLACE
UNLESS OTHERWISE INDICATED)
OSTA 15+27, 47' RT ((W2107)=
STA 4+ 16.56, 139.5' RT (NE 9TH PLACE)
2 CONNECT TO EXISTING 8" WATER
SEE CONNECTION DETAIL ON SHEET 11
3 STA 4+23.57, 5.0' LT
1-8" TEE, FLxMJ
1-8" GATE VALVE, FLxMJ
1-8" GATE VALVE, MJxMJ
1—THRUST BLOCK
OSTA 5+03.00, 5.00' LT
4 1-8" X 6" TEE, MJxFL
1—THRUST BLOCK
1—FH ASSEMBLY (STA 5+03.00, 25.36' LT)
0 STA 5+ 19.96, 3' LT (W2166)=
STA 15+ 19.38, 17.0' LT (NE 9TH COURT)=
STA 5+43.60, 5.0' LT (NE 9TH PLACE)
CONNECT TO EXISTING 8" WATER
SEE CONNECTION DETAIL ON SHEET 11
OSTA 3+ 10.54, 5.48' RT
1-8" 450EG BEND, MJ
1—THRUST BLOCK
0 STA 2+86.20, 9.20' RT
1-8" 45DEG BEND, MJ
1—THRUST BLOCK
OSTA 2+00.33, 20.06' RT
8 1-8" X 6" TEE, MJxFL
1—THRUST BLOCK
1—FH ASSEMBLY (STA 2+03.62, 25.68' RT)
0 STA 1 +76.10, 34.21 ' RT
1-8" 45DEG BEND, MJ
1—THRUST BLOCK
0 STA 1 +47.00, 26.57' RT
1-8" 450EG BEND, MJ
1—THRUST BLOCK
STA 1 + 12.78, 32.04' LT
1 1 1-8" DI CAP, MJ
1-2" BLOWOFF ASSEMBLY (PERMANENT)
SEE RENTON STD PLAN BR25A
1—THRUST BLOCK
Approved
by
Date
Approved
by
Date
Approved
by
Date
Project
HONEY CREST PLAT No.
HONEY CREST LLD
RENTON, WASHINGTON
WATER Sheet
6
PLAN & PROFILE of 12
SCANNED NOV - 7 2003
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