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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
SEE SHEET RD -01
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20 387.30 3PfiA1D30
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366'40 19 18 17 16 15 STA TYPE t
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STA 1 +41.13, 5.22' RT D= 13 TRACT D
20 387.30 3PfiA1D30
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,
_ ELEV: 387.64
12/01/1
ELEV. 386.27
NO.
-
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DATE
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SEE SHEET RD -01
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TG= 387.70
IE= 379.64 12 "0 (W)
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TRACT B
4 +00
TRACT D
405
11
395
390
385
380
375
370
4 +80
\-�\
KEY MAP
SCALE: 1 =20' HORIZ.
1 " =5' VERY.
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 11T1LI11' COMPANIES AND COORDINATED WfTH 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 OCTV
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 CLAYS VIEWING AND RECORDING SYSTEMS. THE CITY WILL
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD 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, DLFILTRATION 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)
UTILITY CROSSING TABLE
Oj I.E. (S.D,) 383.38, 12 "0
CR. (S.S.) 380.96, 8 "0
O
C.R. (8.8.)3380.98,18 "4 R=377521
O I.E. (S.D.) 379.55, 12'0
CR. (S.S.) 379.33, 15 "0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
a
/._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201,
aE� �=.Rw � ,�,,,.., ��
1°B � RENTON P
cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte««
Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06
if AYR M£ lAW
SVIE IKgMN4YY
SQL.: 21 rc:Q
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CONSULTING ENGINEERS LLC
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11/20/1
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12/01/1
ESM JOB #1799- 001 -013
NO.
REVISION
BY
DATE
APPR
4 +00
TRACT D
405
11
395
390
385
380
375
370
4 +80
\-�\
KEY MAP
SCALE: 1 =20' HORIZ.
1 " =5' VERY.
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 11T1LI11' COMPANIES AND COORDINATED WfTH 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 OCTV
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 CLAYS VIEWING AND RECORDING SYSTEMS. THE CITY WILL
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD 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, DLFILTRATION 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)
UTILITY CROSSING TABLE
Oj I.E. (S.D,) 383.38, 12 "0
CR. (S.S.) 380.96, 8 "0
O
C.R. (8.8.)3380.98,18 "4 R=377521
O I.E. (S.D.) 379.55, 12'0
CR. (S.S.) 379.33, 15 "0
CHECKED FOR COMPLIANCE TO CITY STANDARDS
a
/._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201,
aE� �=.Rw � ,�,,,.., ��
1°B � RENTON P
cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte««
Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06
if AYR M£ lAW
SVIE IKgMN4YY
SQL.: 21 rc:Q
C9 rz TTT