HomeMy WebLinkAboutR-372927YD
5 TG -450.74
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I TG -450.13
Ism 13+58.23, 11.22' RTF
17
& MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028
425-823-5700
AS -BUILT DRAWINGS
10/31/2014
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1
7
70#451.28
IE -446.03, 6"+
.� 3' MIN.:(TYP.)
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E KING COUNTY, WA
HIGH AVE S
APPROACH PER
I SHEET DT -01
8
N \
=446.64. s:+ ?
_--------------
�EXISTIN6 SEIdER,
YO 4
'tC�4tSt.36 .,
IE -447:38, 6" r
IE*"7.36, e o _...
00
TTO-09.20.
3 IE -446.13, WIP 1
"18 10' PRIVATE JOINT
SEE SHEET JIRD -06 UTILITY ESY7. (TYP.)-
13
_ JOINT UTILITY TRENC
' 26' PRIVATE ACCESS (TYP•).
AND PUBLIC
UTILITY MIT. 12
S 28TH STREET
(RESIDENTIAL ACCESS)
ING GRADE '0
GRADE O I(1-
.
GB./18, TYPE 1
STA 15+61.04, 12.22' RT
9
caAT
t PROPOSED
w Ill
ER
a.. —. _.
I
iZ4 I
J 205 LF. 112`0 SO
w—O _
i
S 445.11'
N\/
45.012'
E 445.08'
N 444.94'
SE 444.92'
W 444.97'
SIDEWALK IMPROVEMENTS
:15+80.63, 21.50' LT.
— EXISTING C INC. SI:DEVIALK
APPROX. ?.b' WIDE
_ S 28TH ST
y (RESIDENTIAL ACCESS)
EXISTINGEXISTING CONC. SIDEWALK
�'• PAVEMENT r APPROX. 2.5' :NIDE
1 END S10 ALK IMPROVEMENTS
1
—2—
STA +78:90, 21.50` RT.
( d J
DRIVEWAY APPROACH TABLE
LOT #
STATION -
OFFWr
-
EWA'189N
5
STA =13+21.28,
13.00'
LT.
449.50
6
'STA.=13+69.09,
13:00'
LT.
450.29.
7
STA.=14+16.63,
13.00'
LT.
450.97
ALLEY N
STA.=15+40.70,
13,00'
LT.
452,83
ALLEY S
;SA.=15+6 .90,
13.00'
RT.
45121
12
TSTA.=14+76.70,
13.00'
RT.
4$1.87
13
STA.=14+25.53,
13.00'
RT.
451.10
14
STA.=13+71.19,
13.00'
RT.
450.29
17
STA.=13+42.66,
13;05'
RT.
450.17
* SEE DRIVEWAY DETAIL 2-030 ON SHEET DT -:01'
_E SHEET RIs -05) ALLOWABLE PIPE MATERIALS
HIGH AVE S 1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) AL 7 11
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HOPP)
4. CORRUGATED POLYETHYLENE PIPE(CPEP)
453.15'
SE 446.01'
W 448.00'
448.11' 12" NW
-� Im/1
axup an wwm»sauui t SECOND AI.: - ESM i514 : �• � xormaau:eW ,aes/tsn�
Fb. t+�i�►r i CITY OF
F�.,.I>r.� wA,t� I�� 2 14VtAR 5U6MYt TPL EBtA �,s/,4 no fZ E N T 0 N
Yat Dip 1708
emciwl.cbm � �ine 0R1""' ,. y�'..
np I =�0 -� I /SiE4 �' _ STI . I
DATUM Planning/Building/Public Works Dept.
v nar ac..Io.
#1670-004-013 �i \t''ZO� NO. REVISION BY DATE APPR ,
SCALE: �*.W ,
20 io 0 20 40
NOTES:
1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA
2. D USTMG DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UT fTY COMPANIES
AND COORDINATEO WITH THE CONTRACTOR. NOTIFY
THE ENGINEER EER OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
FROM THE ENGINEERING PLANS. THESE RECORDS.
SHALL BE KEPT ON COWTRUCTON LRtAWWS AND
TURNED OVER TO THE ENGINEER UPON COMPLETION
OF THE PROJECT.
4 STREET NAME SIGNS AND STOP SIGNS TO BE
INSTALLEDPERCITY OF RENTON STANDARDS 6012 do
G013. FINAL LOCATIONS TO BE DETERMIINED DURING
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS-BINLTS AND COMPLETION
OF CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF REIN,TON TRENCH RESTORATION
AND STREET OVERLAY DETAIL
6. STORM DRAINAGE MAINS SHALL BE VIDEOED
FOLLOWMIG VWXIATION. VIDEO TO BE PROVIDED TO
CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
IS LESS THAN 1 FOOT.
m
CHECKED. FOR COMPLIANCE TO CITY STANDARDS
'+P "S. 2W
S!5'/
LaRosa
ROAD AND STORM PLAN AND PROFILE
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