HomeMy WebLinkAboutTED4001480.284. 5' CEM. CONC. SIDEWALK E U 1'\/l
0 N 1 1 S AVE N� /` TYPE IV.M H WITHTI2' 3�42.20viC' P P TO
INSTALL CONC CURB e GUTTER
WITH CEM. CONC. SIDEWALK
EX. EDGE ASPHALT ----</
\ 5'
I74On \ I7+90 I I7+40
8"
I
17+64.40 *17+85 RT.5' INSTALL ! *18+00 LT. 10' INSTALL ST. M.H.'k5
EXIST. CONC ST. M.H.'o 4. CONN. TO INV. 333.85 CONN. TO M.H. 4 WITH
18' - 15" CONC. PIPE
MON IN CASE M.H.0 3 WITH 285 -15
343.46' CONC. PIPE tr'
INV. 330.98
17+
343.16' 342.78' 342.41'
Z
O
---A TEi �. — __ T --- - - --- -- ----
6 ik
7 342.70'
34?3' -
18+05 RT. 21.3' INSTALL
C I TYPE S CONN TO M H
) 0'
N.E. 18 th S T
ON,
mj lT �.r �. ^ �_, ��� fir.=.�^ rN, nr
TOP C.I. 542.12'
---REMOVE EX. CONC. CURB
GUTTER AS SHOWN
_ MATCH LINE 0+50_R_T_._
END CONSTRUCTION -
8
10'
32915 CONC. PIPE EXIST. CONC.
19+4i 19+bQ
/-i40.14339.76'
I
INSTALL CONC. CURB GUTTER
WITH CEM. CONC. SIDEWALK
4.5' CEM. CONC. SIDEWALK
T.0 339.66'
W-- - --- - - - --- - -- -- - -
INSTALL CONC. CURB GUTTER
WITH CEM. CONC. SIDEWALK
�y._. SE
338.93,
19 f 20+20
339. 38, 338.70'
W
a-
v
Z
O
\ CD
CD
-— - -- - ---- --- t g "
--- —x x---- x - x ---- -x --- x --- x_-�`
CYCLONE FENCE
19+81 RT. 2It. 5'' 45
INSTALL C.I. TYPE IV
CONN. TO C.B. WITH
lic"I
TO P C.I. 338.59'
REMOVE EX, CONC. CURB t GUTTER
AS SHOWN
NOTE, SEE SHEET'f 4 FOR PROFILE
SCALE:,I11 = 101 1
i
R
W
3 39.17'
338.49'
iT.0 338.52'
48'- 8'� CpNC. PIPE i
s i 338.58'
pit '
P.i 19+146 ,- 338.70 -ram
T.0 338.69' 338.72
18' 18
----- � 0+ 5 0' R T
SAW CUT 338.62^
TC. 338.50 T.C. 33&80
CONC. WALK
y
LLJ
z
EX. EDGE ASPHALT
204-40
338.40'
T.0 338.32
ZU+Z9 HT. 27.5
20+60 337.79'
338.09, \
i INSTALL C.B.TYPE I
CONN. TO ST. LINE WITH cow-r-inr
TOP C.B. 337.94'
END CONSTRUCTION
-qT lid * lAo
N.E. 19th ST /+50
SCHEDULE I
CITY OF RENTON
ENGINEERING DEPARTMENT
EDMONDS AVENUE NE
INTERSECTION DETAIL
NE I th T igth ST
DESIGMED Q F. FILL NO._...--..—.___--
DRAWN _
I GRADE E, DRAIN REVISION R.E.J. T. D�G� . scA�� A$ SHOWN F,�o wwc2 _'.s,�g$ __
8 H ME I l Z T- p CHt1�CKED
u 7'- CITY
mb
I
f=-