HomeMy WebLinkAboutR-372928I
A PORTION OF THE NW 1/4 OF SECTION 29, TWP.
23'N., RGE. 5 E, KING COUNTY, WA
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1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA
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2. EXIST! NG DRY UTILITIES SHALL BE REMOVED OR
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RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
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AND COORDINATEDD- OR. NOTIFY
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THE ENGINEER F ANY DISCREPANCIES.
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3- CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
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PROPOSED DRIVEWAY
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PROPOSED WATER / `�/7•I !
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1014-454.4a PROPOSED PROPOSED
FROM THE SHALL BE K�NGPLANCTKNI SE REO AND
:
I.E•448.97
DRINEWAY
DRNEWAY _.
PROPOSED DRIVEWAY
TURNED OVER TO THE ENGINEER UPON COMPLETION
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BEGIN ALLEY IMPROVEMENTS /`
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3' MIN.(TYP
OF THE PROJECT.
EGI-SM-ALLEY IMPROVEMENTS
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6'0 S.D.
® 0.5'6 MIN. (TYP.)
4 STREET NAME SIGNS AND STOP SIGNS TO BE
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INSTALLED PER CRY OF REPITON STAdN3AR0S 6012 de
COISCHIEIT BE DURING
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10* PRIVATE JOINT JY
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CONSTRUCTION BY THE SKdS WILL NEED TO
UTILITY CWT. (TYP.)
SEE SHEET RD -04.
11
BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION
OF CONSTRUCT".
STRUC
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TLRENCH RESTORATION
AND DEMI
STREET OVERLAY
/
AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
S 28TH STREET
( SHEET Ra -04)
12
DINT UTILITY TRENCH
R=372928
6• STORM DRAINAGE AGE �S fl VIDEOED
Fo mNGINSPECrOR.IINSTVIDEO �D �
KIRKLAND WA 98028
..(TYP.)
°` "
PAD WHEN vERTlcat SEPARATION
7. IS -TOOT.
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1AM
THAN
IS LESS THAN 1
LESS
425-823-5700
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ALLOWABLE PIPE MATERIALS
AS -BUILT DRAWINGS
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REINFORCED CONCRETE PIPE
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2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
10/31/2014
3. SOLID WALL POLYETHYLENE PIPE (SWPE. ALSO.
KNOWN AS HDPE PIPE OR HOPP)
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4. CORRUGATED POLYETHYLENE PIPE (CPEP)
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