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SAWCUT EXISTING PAVEMENT,
CONSTRUCT NEW 24' DRIVEW
MATCH EXISTING GRADE. SEE
DETAIL ON SHEET DT -01
BEGIN NEW SOFT- SURFACE TRAIL, MATCH
EXISTING BACK OF SIDEWALK. PROTECT
EXISTING POWER POLE SEE DETAIL ON
SHEET DT -02
Cd 2 Wor ft My* BOW& Yw CV
� mW L«.uon Cw*w
(D0rM,0RWA)
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
SE 128TH ST (KING COUNTY)
NE 4TH ST (RENTON)
(PRINCIPAL ARTERIAL)
DETECTABLE
WARNING
-I SURFACE
ll1 t
R =5.0'
0///
R =5.0'
24'
R =80.5'
R= 104.5'
CONNECT CONC. WALKWAY TO EXISTING
SIDEWALK, MATCH EXISTING GRADE
EXISTING POWER POLE TO REMAIN
10 +64.57, 26.62' RT.
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N R =2.6' f
♦ - R= 18.0' ❑-q 1 _
R =2.8' R =30.0'
IS �I
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20' R =1.8'
II
20'
�I PROPOSED u I 1 I
BUILDING 95 9.5' O Y I I g*
R =5' R =1.8' 1
24'
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40
R =3.0'
I
R =4.5' 23 20' 1 I I W I
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R =5.0' 10'
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R =5.0' t t 1 ' LU
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2
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R =3.0' I R =3.0' i I 2 W
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R =18.0'
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= STA. 50 +41.21. ROAD B
® CONSULTING ENGINEERS LLC
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Sulle 205
re erel Way, WA 99003
www.esmcivil.com
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ESM JOB #1799- 001 -013
COMMERCIAL SITE
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REVISION
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SCALE: 1" = 20'
20 10 0 20 40
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 & GO13. 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, EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQURIED 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)
CHECKED FOR COMPLIANCE TO CITY STANDARDS
R=377524
W� x91,9 CITY OF
/1S,y.. IlgdldrtlL NN 19&1/1991 �1�
LL VV c,� RENTON
I oxE ixcx lixcx I DATUM
�•f - *luu- 3� Planning /Building /Public Works Dept.
IF NJi qlE NCH
SV1E IRVROIIpLY
WHITMAN COURT 12/01/201
COMMERCIAL SITE PLAN
PERMIT #U14003820 SP -01
CD ' OZ _-7-r7 7 s �