HomeMy WebLinkAboutR-372916n
SCALE: 1 " =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
KEY MAP
(SEE SHEET RD -04)
w XISTIN , SEW[ S 28TH STREET
z N I: I CL INT'X
F- O / p r I' i 1 STA 13 +71.19, S 28TH STREET
w PROPOSED WATE7 r` 1 ;I =STA. 5 +00.00, ACCESS ESM'T
a J 7 jlp 1 i 13
I 1 1 y ( JOINT UTILITY 26' PRIVATE ACCESS
TAG- 451.26 J "' y TRENCH (TYP.) AND PUBLIC
IE= 446.03, 6-0 I II
UTILITY ESM'T.
tro� CB /1'4 PROPOSED SEWER
!I :I SEE SHEET RD -04
3' MIN. (TYP.) . (I 1 1 to
23 LF, 12I iL I � I ,._.
:I 6 +00
1 ,
106 LF, 12 °0 SD
6
26' PUBLIC UTILITY ESM'T
YD
TG= 453.02
1 - 449.02, 6 "0
- 449.02, 6 "0
CB /17, TYPE 1 ,
T6-450 74 STA 5 +41.57, 0.00 STA 6 +47.43, 0.00' L_
IE -W.24, 6 "e I I 1
1 1 1 11 I 34 LF, 12 "0 SO
TG= 452.41
_ BEGIN ALLEY IMPROVEMENTS IE- 446.66, 6"0
STA. =5 +26.50, AT CL
17 END ALLEY IMPROVEMI
STA. =6 +67.43, AT CL
5 SEE SHEEP RD -04 10' PRIVATE JOINT -
:: UTILITY ESM'T. (TI?.)
DRIVEWAY APPROACH PEF
DETAIL ON SHEET DT -02
(SEE SHEET RD -03)
ACCESS EASEMENT
(PRIVATE ACCESS EASEMENT)
I l
CO
TG- 453.00
IE= 449.50, 6 "0
450
445
440
435
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IE= 446.77 ¢ "0
IE= 446.27 12 "0
LF, 12 "0 SO
SEE SHEET RD -04
106 LF, 12"j4_ -SDI
5 +00
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445
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SEE SHEET RD -04
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= 453.46
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432.63
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460
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445
440
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IE= 446.77 ¢ "0
IE= 446.27 12 "0
LF, 12 "0 SO
SEE SHEET RD -04
106 LF, 12"j4_ -SDI
5 +00
5 +40
5 +80
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432.09(((0 FL
SpJ" RM
C
432.16 O FL
FeUeral Wey, WA 98003
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432.30
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JOB #1670- 004 -013
6 "0
6 "0
12 "0
6 +20 6 +60 7 +00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
Rt•Zf NO. REVISION
NOTES:
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 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.
-- - - - - -- ELA 3 3.0
432.72- - --
\S �� STA. 32 +92.95, -21.50 LT.
mss\
30.43 �0 ETECTABLEd' ��/
\ 431.22 WARNING /1� h
� PATTERN1co"PvcC)
R = 35.00'00•(
l� L-54.\\ \ CO.
\1 \
CURB RAMP #1 DETAIL
CURB RAMP #2 DETAIL
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)
n
SCALE: i"= 10'
e®
RAMP #1
SPOT ELEVATION CHAR
POINT
I ELEVATION
A
431.80(0 FL)
B
B
432.09(((0 FL
432.25 O FL
C
432.16 O FL
E
D
432.61 O FL
432.19
E
432.30
F
432.12
G
432.21
H
K
432.57
K
432.63
n
SCALE: 1" ea 10'
0 s 10
:4; iJfi4l t1191ZllT -\,
POINT
I ELEVATION
A
432.09 O FL
B
432.16 O FL
C
432.25 O FL
D
432.68 O FL
E
432.59
F
432.19
G
432.28
N
432.64
K
432.70
R- 312916
CHECKED FOR COMPLIANCE TO CITY STANDARDS
�, /ter- -� 2- S•�SLo /it
CITY 0 F LaRosa
RENTON ROAD AND STORM PLAN AND PROFILE
pNE 1N0N DATUM
Ar cu¢snAC Plan ning/Building/Pu bl is Works Dept.
IF tqr CNE NW
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