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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
SAWCUT EXISTING
PAVEMENT, CONSTRUCT
NEW 24' DRIVEWAY MATCH
EXISTING GRADE. SEE
DETAIL ON SHEET Dr -01 SE 128TH ST (KING COUNTY)
NE 4TH ST (RENTON)
SAWCUT ALONG FLOWLINE � (PRINCIPAL ARTERIAL)
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SCALE: 1" = 20'
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CONTOUR INTERVAL = 1'
NOTES:
1. SEE SHEET HOR -01 — HOR -03 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
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 G012 & G013. FINAL LOCATIONS TO BE
DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS— BUILTS AND COMPLETION OF
CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION
PER THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
OWNED /MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY
WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR OVD THAT IS
VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE
FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL
REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM
AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND
IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION
SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER
SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY
DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRAnON TESTING
OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY
THE CORRECTION OF SAID DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED
IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF
THE DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
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 HOPE PIPE
OR HOPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
7525 CHECKED FOR COMPLIANCE TO CITY STANDARDS
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