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EXP. JOINT EXP. JOINT
25+8675 26+627-5-
IINV. = 405.301
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CONSTRUC CEM. CONC. SIDEWALK 51 WIDE a 51 EXISTING 61 CEM. CONC. SIDEWALK
U
5-36" WATER -MERCER ISLAND PIPELINE ---------- ---- —�--_�
1
I N
� J
I J
cn
15" STORM LINE (CONC).�
8" SAN. SEWER (C O N C) f-- - --- ------ -- _..._ ___. #
. #I
N. 00 25113° W.
25+50
407.81
�611 GAS (ST)-------_----
1-81' WATER (ST) - ---
5-12"WATER (ST) (PROPOSED)
1%,
n
P.C. 25+84 /
T.C.=407.94
CURB RETURN DATA
n = 870 5414811
R = 20.001
T = 19. 281
L = 30.691
P.T. 26+04 j°
Rt. 42.71
CONSTRUCT CEM. CONC. CURB 81 GUTTER
i
— — — — — — — — — — — -
-INV. = 401.971, r �---- INV. = 402.00' r --- --
�� \ -INV. = 401.97'
26+00 / 26+2360 26+50
407.98' 408.071 408.14
591 a c
0
Z II
0 W
' U O
a0
��-------- _ I 1 cn
I M
J
Q
\ cn
z
5 ,
i
INV. = 402.10'
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SAW CUT-=�
MATCH EX. PAVING
INSTALL 1161 - 8" C.ONC. PIPE
SLOPE = 0.40 %
27+00
408.31
CONSTRUCT CEM. CONC. CURB 8, GUTTER
CONSTRUCT CEM. CONC. SIDEWALK 81 WIDE
P.T. 26+60
T.C. = 408. 18'
ey.
CURB RETURN DATAlb
= 920051021I `0 00' OtQ\Qe.
R = 20.001 O xr �} r✓•
T = 2 0.7 4 D` \
L=32.14 G< x0 Q 0
°Q p
e \ 0' �,Ox
P.C. 26+39s0 Q oG
Rt. 41.31
0IQ
Z . e}.
l� A. �cj
G° O°
N. 00251031" W.
\e \e
.°o 0
c �r
°tA
lip
1�x
---- 20' M�
#3
61
QF.
Q\
G\.
G�
J
,• O
O
INV. = 402.46' � �
C#2
4.5
\27+50
408.47'
SEE SHT. 4 FOR SAN. SEWER PROFILE
CAUT/OX; EXTREME CARE MUST BE EXERCISED
WHEN INSTALLING SAN. SEWER OVER
3611 MERCER ISLAND PIPELINE.
INV. = 402.70'
INV = 406.00'
CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENTS I
UNION AVE. N.E.
N.E. 4ih ST. to SUNSET BLVD. N.E.
DESIGNED R.E. Jensen DATE 4 —f 5 —7t FILE NO._
DRAWN R E SCALE 111 = 10' FIELD BOOK _PAGE—
] CHECKED
I
NO. REVISION BY APPR. DATE APPROVED SHEET I ' OF 15
AS5T. CITY lNGINEER
MiCRGFILMEi..