HomeMy WebLinkAboutS-227401W
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
SANITARY MANHOLE: .......... ........ ........
B071
SANITARY SHALLOW MANHOLE — TYPE B:...
..6072
MANHOLE FRAME AND COVER: ....... ...... ......
8074
CLEAN—OUT: ......
B076
SEE RENTON STANDARD PLANS — WATER
\
Z
WITH Y-0 TE 18.6°
12' GATE VALVE IN VAULT.
..8091
8 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY..
.B100
Lu
S.W. 41
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2 INCH METER SERVICE . ................. ......
B107.1
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EX. ONE STORY CONCRETE BUILDING
CONC. WALK
NOTE:
SEE SHE
- - -
NOTE:
MINIMUM
MAXIMUM
GRAPHIC SCALE
NOTE:
a0 0 20
a0 w
160
ALL NEW
POLYETH
FOR STA
( IN FEET )
1 inch = 40 ft.
NOTE'
WiR?7—
SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M.
N i \` - - -- 25-8-DIP CL. 52 I �
EX. ONE STORY CONCRETE
BUILDING
EDGE OF ASPHALT
PAVEMENT
10.00' 15' PERMANENT UTILITY EASEMENT
TO CITY OF RENTON
Ex. 16.67' ACCESS & UTILITY EASEMENT
C.O." LOT W O UI.
10
Bar X O. ®n4 a 92 al
10 CURB
UTILITY EASEMENT PER ml
ORIGINAL PLAT �)
LLJ 78 H-
EX SSMH
TI 1111
(n IE 10.69
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m X. 6' SIDEWALK -� -12 W �� 12 "W W -
mEx. CURB & GUTTER - BL a 588'37 07 E L16.66'
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- - DASHED -WHITE PAINT STRIPES
CURB & GUTTER
BEFORE 10 +18.96 SW 41ST STREET - 35' RT.
AFTER 1 -12 "x12 "x12" CUT IN TEE (MJxMJxMJ)
8 (TO BE INSTALLED BY CITY FORCES)
1-12" GATE VALVE (MJxMJ) IN CONCRETE
12 "W -o- x-12 "7'J - VAULT PER CITY STD. PLAN NO. 8091
3 -12" SOLID SLEEVES (MJ) LONG PATTERN
AFTER CONCRETE BLOCKING
NOTE:
ALL PRESSURE TESTING AND PURIFICATION TO
BE PERFORMED AND APPROVED BY CITY OF
RENTON PRIOR TO CONNECTION. CONNECTIONS
TO BE PERFORMED BY THE CITY OF RENTON.
GRAPHIC SCALE
40 0 2D 40 80 NX
( IN FEET )
1 inch = 40 ft.
ET 13 FOR PROFILE OF SANITARY SEWER
COVER FOR 12" WATER MAINS SHALL BE 4 FEET.
COVER SHALL BE 6 FEET.
DUCTILE IRON PIPE AND FITTINGS SHALL BE
YLENE WRAPPED. SEE WATER UTILITY NOTE 4
NDARDS AND SPECIFICATIONS
COPIES OF ALL RELEVENT CITY OF RENTON STANDARD PLANS
SHALL BE PROVIDED TO THE CONTRACTOR WITH THE PROJECT
CONSTRUCTION DOCUMENTS.
SEE RENTON STANDARD PLANS — SANITARY SEWER
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
SANITARY MANHOLE: .......... ........ ........
B071
SANITARY SHALLOW MANHOLE — TYPE B:...
..6072
MANHOLE FRAME AND COVER: ....... ...... ......
8074
CLEAN—OUT: ......
B076
SEE RENTON STANDARD PLANS — WATER
\
CONCRETE BLOCKING . ...........................8085
WITH Y-0 TE 18.6°
12' GATE VALVE IN VAULT.
..8091
8 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY..
.B100
2 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY. .....B101
S.W. 41
FIRE HYDRANT ..... ...........................B102
2 INCH METER SERVICE . ................. ......
B107.1
—15' -8 "DIP CL. 52
1 +80.00 -2.5' LT. Ex 10' UTILITY E
1 -12 "x12 "x8 "x8" CROSS (MJxMJxFLxFL)
2 -8" GATE VALVES (FLxMJ)
8" DIP CL 52 AS SHOWN
2 -8" PLUGS (MJ) WITH 2" TEMPORARY
BLOWOFF ASSEMBLIES IN METER BOXES
CONCRETE BLOCKING
EX. 16.62' ACCESS & UUTILITY[�EryASEMENT
LOT 4
Nor NO. ®Il4 - OF,
10 +21.50 SW 41ST STREET -40.
0 +00.00 UTILITY EASEMENT =
PROPERTY LINE
RELEASE OF ACCESS TO THE STATE
OF WASHINGTON PER RECORDING
NUMBER 8005080581.
EX SSMH
3
IE 9.58 3 3 (8 PVC)
MATCH LINE A —A, SEE SHEET 11
Y
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
N
�-
EX. CURB & GUTTER
SOLID WHITE PAINT STRIPE
I/
18
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WITH Y-0 TE 18.6°
2" TAP AND 2" PLUG
1-12-
IE e.43 (8' PVC)
70�
PLUG (MJ) WITH 2" TAP
1 -2" TEMP. BLOWOFF ASSEMBLY EX.12 "W- TE 17.oa
CONCRETE BLOCKING
IE 13.9 (1z" coNC.)
BEFORE
S.W. 41
ST STREET
588.37'07
DASHED WHITE PAINT STRIPES-
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
`
SOLID WHITE PAINT STRIPE -
EX. CURB & GUTTER
SOLID WHITE PAINT STRIPE
FIRE T
EX SSMH
10 +18.96 SW 41ST STREET - 48' RT. TE 18.3
IF 7.82 (8' PVC)
1- 12'x12" VERT. CROSS (MJxFL)
1-12" BLIND FLANGE (FL) I ,� EX SSMH
L
1 -12" BLIND FLANGE (FL)
WITH Y-0 TE 18.6°
2" TAP AND 2" PLUG
1-12-
IE e.43 (8' PVC)
70�
PLUG (MJ) WITH 2" TAP
1 -2" TEMP. BLOWOFF ASSEMBLY EX.12 "W- TE 17.oa
CONCRETE BLOCKING
IE 13.9 (1z" coNC.)
BEFORE
S.W. 41
ST STREET
0..trF
yP p4 WAS77j
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.Q 21991
5j0 N AL
9110 /9s
EXPIRE) 6.27.
EX SSMH
E 18.89
IE 2.64 (12" PVC)
ICONDEMNATION OF ACCESS TO
_ STATE HWY NO. 5 (E. VALLEY
ITO THE STATE6OF WASH. PERK
IKING COUNTY S.C.C. N0. 520903
I
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w 167
SIGN T
► EX SSMH +
n p Q TE 194
JVI, I IE 694 (CTZ. CHANNEL)
12••W IE 819 (8" PvC)
EX WATER MH
-10' S5 - TE 19 -27
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' CP SO W
CROSS WALK
EX CBMH j
"' E 1832 -
E 12Y'24- (24" CP)
I E 1 8 (21' CE)
10 +91.39 EAST VALLEY HWY -
13 +75.36 SW 41ST STREET
S68'49'45 "W- 39.11' /
- 8 "PVC C.O.?
2.9 ABOVE GRADE
W/ NO CAP rL
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RECOMMENDED
FOR APPROVAL
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