HomeMy WebLinkAboutR-372912ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR
52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
440
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
21
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0067000021
REMOVE EXISTING \
STORM CULVERT
rREMOVE EXISTING
WATER 78 ® MAIN
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34 +00
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NOTES:
35 +00
0
FIRST SUBMITTAL
1.
SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA.
2
MYLAR SUBMITTAL
• CO
2.
EXISTING DRY UTILITIES SHALL BE REMOVED OR
IE= 441.00, 6'0
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
YD
AND COORDINATED WITH THE CONTRACTOR. NOTIFY
IE= 438.24, 6 "0
8' SIDEWALK
THE ENGINEER OF ANY DISCREPANCIES.
3.
CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
FROM THE ENGINEERING PLANS. THESE RECORDS
SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND
TURNED OVER TO THE ENGINEER UPON COMPLETION
OF THE PROJECT.
4.
STREET NAME SIGNS AND STOP SIGNS TO BE
INSTALLED PER CITY OF RENTON STANDARDS 6012 &
GO13. FINAL LOCATIONS TO BE DETERMINED DURING
Q0
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
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BE INSTALLED PRIOR TO AS— BUILTS AND COMPLETION
0
OF CONSTRUCTION.
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5.
ALL TRENCH RESTORATION SHALL BE PER THE
01
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CURRENT CITY OF RENTON TRENCH RESTORATION
+1
AND STREET OVERLAY DETAIL.
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6.
STORM DRAINAGE MAINS SHALL BE VIDEOED
FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
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CITY INSPECTOR.
F
7.
PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
H
IS LESS THAN 1 FOOT.
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ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR
52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
440
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
21
\ I
0067000021
REMOVE EXISTING \
STORM CULVERT
rREMOVE EXISTING
WATER 78 ® MAIN
F0 , —Fe
SAWCUT LINE
c � �
I �
W
CB /10, TYPE 1
STA 36 +26.71, 20.72'
8' DEDICATED R/W
0 0 0
36 +00
ROADWAY TRANSITION
STA. =36 +28.71, 21.50' LT.
41 LF, 12 "0 SD\
r16 END OF SIDEWALK
FSTA. =36 +50.74, 38.00' LT.
"p FO FO FO FO FO
P — P-
REMOV
c c c c STORM
it OIL \
CB /9, TYPE 1
STA 34 +96.03, 20.72' LT
0087000029
EXISTING (GRADE ® rL
0087000028
BENSON ROAD S
(MINOR ARTERIAL)
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FIRST SUBMITTAL
1
SECOND SUBM ITTP
2
MYLAR SUBMITTAL
• CO
TG= 445.50
IE= 441.00, 6'0
YD
TG- 443.12
IE= 438.24, 6 "0
8' SIDEWALK
SAWCUT LINE
c � �
I �
W
CB /10, TYPE 1
STA 36 +26.71, 20.72'
8' DEDICATED R/W
0 0 0
36 +00
ROADWAY TRANSITION
STA. =36 +28.71, 21.50' LT.
41 LF, 12 "0 SD\
r16 END OF SIDEWALK
FSTA. =36 +50.74, 38.00' LT.
"p FO FO FO FO FO
P — P-
REMOV
c c c c STORM
it OIL \
CB /9, TYPE 1
STA 34 +96.03, 20.72' LT
0087000029
EXISTING (GRADE ® rL
0087000028
BENSON ROAD S
(MINOR ARTERIAL)
T — —
n F.i1z "m_sD
^�M -�--
Cd 2 Waft Days Beoe You Dp
811
Ulnae Lhda Wvu d LoosSon Cwdw
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34 +00
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35 +00
0
FIRST SUBMITTAL
1
SECOND SUBM ITTP
2
MYLAR SUBMITTAL
No.
REVISION
PROPOSED $` S.S.
-T_-
36 +00
M 2/11/14 ammo
M /15/14
M /12/14 M
CPAW,: Q
BY DATE APPR �Pnowa
CULVERT INLET
IE= 446.22, 12 "0
17. 49.-- -- --- - --- --
47.01
w v1 W
417.13
36 +89
END ROADWAY IMPROVEMENTS
STA. =36 +50.74, 15.82' LT.
DETECTABLE
WARNING STRIPS F0 Fo
P
0a1 0 \f
:A \
�� \4 0087000220
12 "0 SD
IE= 441.08 12 "0
12 "0
37 +00
� vcxirx nrw twa
at CITY OF
-� RENTON
0XE 1Xtl' DATUM
.. FUU SV�c Planning /Building /Public Works Dept.
IF H'J! qE IW
SME If.N1AIHIY
KEY MAP
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SCALE: 1• -20' HORIZ.
1' -5' VERT.
20 1U�020
40
R- 312912
440
435
430
CHECKED FOR CO,MMPLIANCE� TO CITY STANDARDS
5/y -2o�1%
i z
LaRosa 05/12/201,
ROAD AND STORM PLAN AND PROFILE F"°a°°"
PN£
RD -02
CD: 2- 3 -7 -.1 9 11—
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