HomeMy WebLinkAboutR-372926A PORTION OF TI41E LVW 1/4 OF SECTKM 29, TWP. 23 N., RGE. 5 E, KING COUNTY WA
STA.=12+95.74,
13.00' LT.
OB #13. TYPE 1 3 I INSTALL (2)
O EXISTING SEWER PIPE 12 -UNIT
STA 11+54;93, 12.22' LT DRIVEWAY APPROACH PER __
Z DETAIL ON SHEET DT -01T0- BE REMOVED _ 4 NEIGHBORHOOD
X -X- MAILBOXES ...
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(STORM DRAINAGE) 6'm S.D. 0.5% MIN: TG-4M1,g3 TO -4"•09 IE -443.42, 6•e IE -45.45, 6 W 1
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(TYP.) IE 43&38, 6'4 - - - - '-
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TIE=429.97 1IT'0 5
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TYPE 2-48'0 12, TYPE 2-480
#-",34, 11.22' RSTA#53, 11.22 I
RT
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1f6-.449.54
3' MIN. TYP, W-444.54 6^e 1
( ') IE -44'4.54. 6'0 1
10' PRNATE JOINT ; EXISTINNG SEWER .PIPE
UTILITY ESM -T. (TYP.) TO BE R€MOYEO
UOINT UTILITY TRENCH
68 SEE I. 0yP-) 18
20
19
21 �<
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ET RO-01
5
KEY MAP
DRIVEWAY APPROACH TABLE
LOT
STATION -
OFFSET
-
ELEVATION
1
STA.=11+27.95,
13.00'
LT.
438.21
2
STA.=11+71.28,
13,00'
LT.
441-49
3
STA.=12+21.28,
13.00'
LT.
445,22
4
STA.=12+71.28,
13,00'
LT.
447.90
18
STA.=12+92.66,
13.00'
RT.
448.72
19
SFA, -12+42.66,
13.00'
RT,
446.50
20
STA.=11 +96.66,
13.00'
RT.
443.42
21
STA.=11 +67.66,
13.00'
RT.
441.20
POND
STA.=10+82.50,
13.00'
LT.
434.57
SEE DRIVEWAY DETAIL 2-030 ON SHEET DT -Qt
AXIS SURVEY & MAPPING, INC.
ET RD -OI
13003 NE 126TH PL
KIRKLAND, WA 98028
e7;,,, 425-823-5700 ALLOWABLE PIPE MATERIALS
AS -BUILT DRAWINGS 1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 62)
28TH STREET 10�31�2014 � 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HOPE PIPE OR.HDPP)
(RESIDENTIAL. ACCESS) - - 4. CORRUGATED POLYETHYLENE PIPE (CPEP)
PROPOSED -RADE 0 q
3STiNG GR E o (�--%
S=0.48%
440.29'
$ 435.14'
_48021
E 435.10'
N 43.5.03'
W 435.09' ..
201 _ «!
I I I SECOND SUBMITIAL IFSN WA5114 1 P
�r lYld 1+a06imn C44iw
OMFdD.ORMW ESQ MB #1870-004-0135,`1,v, N0. REVISION
BY I DATE I APPR
CITY OF
RENTON
q1E NOH. DATUM
AT nu ruc Planning/Building/Public Works Dept.
c:eor o,aww
sau,cm,o„ar
;12- 3-7'a-9'�
n
INSTALLED PER CITY OF RENTON STANDARDS 6012 k
GO13. FINAL LOCATIONS TO BE DETERMINED DURING
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION
OF CONSTRUCTION. _
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTONTRENCHRESTORATION
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.
i
SCALE: 1•-20 Hafiz.
1'-5' VERT
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I
20 10 0 20 40
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C
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NA r
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a
455
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m
NOTES:
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I
W
D
SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA.
u. N
n
2.
EXISTING DRY UTILITIES SHALL BE REMOVED OR
INSTALLED PER CITY OF RENTON STANDARDS 6012 k
GO13. FINAL LOCATIONS TO BE DETERMINED DURING
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION
OF CONSTRUCTION. _
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTONTRENCHRESTORATION
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.
i
SCALE: 1•-20 Hafiz.
1'-5' VERT
�
I
20 10 0 20 40
c N
J
NA r
n
a
455
;
NOTES:
O
I
W
1.
SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA.
u. N
D-a
2.
EXISTING DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
z
€
L)
AND COORDINATED WITH THE CONTRACTOR. NOTIFY
i
z
THE ENGINEER OF ANY DISCREPANCIES.
c
3.
CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
'3
W
FROM THE ENG046ERNG PLANS. THESE RE(MOSz
m
SHALL BE KEPT ON CONSTRUCTION DRAWNGS 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 6012 k
GO13. FINAL LOCATIONS TO BE DETERMINED DURING
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION
OF CONSTRUCTION. _
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTONTRENCHRESTORATION
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.
i
I 4451 11
440
t=3729 6 1 4
CHECKED FOR COMPLIANCE TO CITY STANDARDS
t
�a
LaRosa
ROAD AND STORM PLAN AND PROFILE
b` 2-3-? 00%q13
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I
c N
J
NA r
1
455
;
N=°
O
W
450
N
i
I 4451 11
440
t=3729 6 1 4
CHECKED FOR COMPLIANCE TO CITY STANDARDS
t
�a
LaRosa
ROAD AND STORM PLAN AND PROFILE
b` 2-3-? 00%q13