HomeMy WebLinkAboutR-3729293' MN. (TYP.)
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UTH.R'Y ESM'T. (TYP.)
ACCESS EASEMENT
(PRIVATE ACCESS EASEMENT).
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RI E. 5 E, ICING COUNTY, WA
GRADE
AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028
425-823-5700
AS -BUILT DRAWINGS
10/31/2014
PUBLIC UTILITY ESM7.
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DETAIL ON
455
UP
STA.
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SCALE:: 10..20' HOMZ.
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UTH.R'Y ESM'T. (TYP.)
ACCESS EASEMENT
(PRIVATE ACCESS EASEMENT).
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RI E. 5 E, ICING COUNTY, WA
GRADE
AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028
425-823-5700
AS -BUILT DRAWINGS
10/31/2014
PUBLIC UTILITY ESM7.
CURB RAMS' #1 DETAIL
J
EL=
Al 10' WING
4
13.00 RT.
STA 33+88;95, —21.50
®1 Q NOTES: \&'` /�`•, Y=435.20' _
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451.01'
446.21 E
446.66'S
446.20' NW
452.46'
6*0 448.46' E
6'0 448.46-W
12"0 447.80'N
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 CONSTRUCTION :DRAWINGS AND
TURNED OVER TO THE ENGINEERUPONCOMPLETION
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 COMPLEMON
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.
N0. REVISION 8Y DATE APPR o -
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CURB RAMP #2 DETAIL
R=372929
ALLOWABLE PIPE MATERIALS.
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, .CLASS 50 OR 52)
3. SOLED WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
CHECKED FOR COMPLIANCE TO CITY STANDARDS
' -� �.. S•�SaefJ�
s is,1 N
AL CITY OF LaRosa ae
9M RENTON ROAD AND STORMPLAN AND PROFILE
Planning/Building/Public Works Dept.
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CURB RAMS' #1 DETAIL
J
EL=
Al 10' WING
4
13.00 RT.
STA 33+88;95, —21.50
®1 Q NOTES: \&'` /�`•, Y=435.20' _
450li—�---
445
0
435
i.
You CFO
n 04th
SO
451.01'
446.21 E
446.66'S
446.20' NW
452.46'
6*0 448.46' E
6'0 448.46-W
12"0 447.80'N
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 CONSTRUCTION :DRAWINGS AND
TURNED OVER TO THE ENGINEERUPONCOMPLETION
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 COMPLEMON
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.
N0. REVISION 8Y DATE APPR o -
Vow
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m
CURB RAMP #2 DETAIL
R=372929
ALLOWABLE PIPE MATERIALS.
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, .CLASS 50 OR 52)
3. SOLED WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
CHECKED FOR COMPLIANCE TO CITY STANDARDS
' -� �.. S•�SaefJ�
s is,1 N
AL CITY OF LaRosa ae
9M RENTON ROAD AND STORMPLAN AND PROFILE
Planning/Building/Public Works Dept.
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