HomeMy WebLinkAboutTED4003219.2S. W.1/4, S.E. 1/4, SEC. 10, TWP. 23 N., R =. W.M.
J
STA. 7+60, 12.5 f RT. -
BEGIN 25:1 CENTERLINE
STRIPE TAPER.
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REPLACE 4 w WHITE
STRIPE FOG -LINE
STA. 7*87. 5, 1. 5'L T
BEGIN 10.` 1 TAPER
INSTALL 4"
WHITE STRIPE
FOG -LINE
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zz
00 00
0000
tom; N3
R/W
STA. 11f36, 2RT
END 10.• 1 PAVEMENT
TAPER
STA. 11*41, 13RT
END 25-1 CENTERLINE
SIR/PE TAPER
(J�
219/0
R/W
10'
SAWCUT 1' -�-
FROM EX.
EDGE OF
2$ PA VEMENT
7
— SEE TYPICAL
ON -SITE PA VEMENT
SECTION SHT. C.3.31
SCALE: 1" = 20'
0 10 20 40
DA TUM.- C/T)" OF REN TON - NA VD 1988
BASIS OF BEARINGS
N8821'09"W BETIN£EN FOUND MONUMENTS. HELD AS THE
SOUTHEAST CORNER AND SOUTH OUARTER CORNER OF SEC.
10-23-5 PER KCAS SUBDIVISION ALONG THE SOUTH LINE OF
SAID SECTION.
BENCHMARK$:
PT,¢'1852 = 3" BRASS SURFACE DISCIN THE
........
: INT. NE 477/ ST (S.E. 128TH ST.) & 148TH
AVE SE.
EL. 454.77 OR (1,38.614 METERS)
PT1210J = BROKEN BRASS SURFACE DISC. IN
THE INT. S.E. 128TH ST. & 156TH AVE S.E.
EL. 547.94 OR (167.01.3 METERS)
NOTES.
1
EXISTING PA VEMENT
SAAVUT EX. PA VEMENT
AT GUTTER EDGE
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
RENTON TRENCH RESTORA TION AND 0VERLA Y DETAIL.
R/W
5' 6.5'
SIDEWALK
0.5'
-REMOVE EX.
PA VEMENT BEHIND
PROPOSED CURB
CONCRETE VERTICAL
CURB AND GUTTER
STA. 8*72 50 TO 10+16
HOQUTAMAVEN.E.
NO SCALE
*DCrtERftb
&*ft FWA&I44*4
33817
��`• ctSTER, �c.
FSS/ONAL ENS\
o 7-25-05
03/O8
14711 NE 29th Place Suite 107
Bellevue, Washington 98007
'Con 425.885.7877 Fax 425.885.7963
DESIGN
ENGINEERING ' PLANNING ' SURVEYING
HOQU/AMAI/E. N,E. FRONTAGE/MPR01/EMENTS
SCANNED MAY O 12006 '" 3.- 3 Z r 5 �' a
HONEY BROOEE PHASE V
SCANNED APR 2 2
0.3044C4.02