HomeMy WebLinkAboutR-372925NOTES:
1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA
2. EXISTING DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
AND COORDINATED WITH THE CONTRACTOR. NOTIFY
THE ENGINEER OF ANY DISCREPANCIES
3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
FROM THE ENGINEERING PLANS. THESE RECORDS
SHALL BE KEPT ON CONSTRUCT40N 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 GOIZ &
6013: FINAL LOCATIONS TO BE DETERMINED DURING
f :C CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
zO BE INSTALLED PRIOR TO AS—BUILTS AND COMPLETION
F OF CONSTRUCTION.
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� 5. ALL TRENCH RESTORATION SHALL BE PER THE
0 Gj CURRENT CITY OF RENTON-TRENCH RESTORATION 01
a .I AND STREET OVERLAY DETAIL ^
S. STORK/ DRAINAGE MAIM SHALL BE VIDEOED 0
FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
CITY INSPECTOR. .I
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION W (n f
IS LESS THAN 1FOOT.
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AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028 g
425-823-5700 ;
i
AS -BUILT DRAWINGS
10/31/2014
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 HOPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
435
425
0087000021
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A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
o
OADWAY TRANSITION
STA.=36+28.71, 21..50' LT.
20 LF. WO SD\
END OF SIDEWALK
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8 DEDICATED R/W
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440.95'
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436.00' SE 12"
436.00' NE 6"
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445.96'
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441.25' SE 12"
441.76' E 6"
0087000220
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CITY OF
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Planning/Building/Public Works Dept.
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R-312925.
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CHECKED FOR COMPLIANCE TO CITY STANDARDS
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ROAD AND STORM PLAN AND PROFILE
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