HomeMy WebLinkAbout1600.20�\e�a
e .
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e \
CEOA G
5 L
Pa c�
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P.T. 13+1671 Lt.35.64'
T.C. = -
CURB RETURN DATA
,�s = 9102810211
R = 14.00'
T = 14. 36'
L = 22.35'
CONSTRUCT ASPHALTIC CONC.
CURB 81 SIDEWALK.
12 + 7488 P.C. 13+0271
T.C. = 398.36 \ T.C.= 398.98�
CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
CONSTRUCT CEM. CONC. CURB & GUTTER
3611 WATER - MERCER ISLAND PIPELINE
EDGE OF EXISTING ASPHALT
�O 24" STORM LINE (C.M.P) - -
12+50
397.81'
10
1n
0
00
co
30'
e� 4
13+00 13+268—° `
398.92' 359.51' I
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pP% P.C. 13+3623 Lt. 36.36 �eF �e ����4 g< Pa�J
UE T.C. _ \,�� �� ti� �+ �h
CURB RETURN DATA
/ 0 = 88031 158'I C,'x0
R = 14.00' x� x x�
T = 13.65'
L = 21.631
CONSTRUCT ASPHALTIC CONC.
CURB RETURN & SIDEWALK
P.T. 13+5022
T.C. = 400.03'
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CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
CONSTRUCT CEM.-CONC. CURB 8i GUTTER
15" STORM LINE (CONC.)--�
RENTON CITY LIMITS
N.u°25'13 W.
13+50 KING COUNTY
400.02'
- EDGE--OF---EX I ST I NG- ASPHALT
i6 GAS (ST)
--- — -----------
i
I
81' WATER (ST) - - --- -
CONSTRUCT CEM. CONC. CURB 81 GUTTER I CONSTRUCT CEM. CONC. C B 6k GUTTER
JL
CONSTRUCT CEM. CONC. SIDEWALK 51 WIDE CONSTRUCT CEM. CONC. SIDEWALK 51 WIDE 1
12+7217 3+4817T.C. = 398.34'CURB RETU N DATAX--I
T.C. = 399.981 .5'7
CA D J / N /E� D ro
CONSTRUCT ASPHALTIC CONC. �1EE'r E'x co /r1oAls.
CURB a SIDEWALK.G-v
CURB RETURN DATA
F`
O•
I
+�� (9 G , Q\Qe.
�a 2
o ¢h
lb
9,`�
00
CID
3
L
- - ---- v .- -- 60'
AS eU/L l /D -/- 7/ C.S.
INTERSECTION DETAILS
N.E. 6th ST - S.E. 124th ST. (Proposed
CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENTS
UNION AVE. N.E.
N.E. 4th ST. to SUNSET BLVD. N.E.
0
OIETERICH•POST COMPANY 500 1000H (12.69)
REVISION
BY iAPPR.� DATE
DESIGNED Ron E. Jensen 4 -(5 -7 5-/-9
DATE_ __. PILE NO.
DRAWN R.E.J.
I 1
CHECKED SCALE 1 0 FIELD eooK PAGEC-
APPROVED �✓ �c SHEET 9 OF 1-5
A>17- CITY ENCI NEER