HomeMy WebLinkAbout1600.19SAW CUT
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CURB RETURN DATA P.T.43+0164 Lt.46'
a = 90000, 00" T.C. = 422.71'
R = 24.00'
T = 24.00'
L = 33.94'
End Sidewalk Landing
3 5' Lef t 1
i
1
I
I
P.C. 42-F7764
421.77' I
I
1
1
i
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i
TELEPHONE
i
36" WATER '
�--12" STORM LINE 1 (CONC.) -
43+00
422.08'
---_ 41 GAS (ST)-------------_ �+I
----- 8 " WATER (ST)
12" WATER (ST) `
C
PC. 43+1096
T.C.= 422.23
Bk. of Walk/--
P.C. 43+1396
R=12.00'
CURB RETURN DATA
= 90000,00"
R = 20.00'
T 20.00'
L = 31.42'
P.T.43+3096 Rt.42'
T.C.= 42 1 .85'
DIETLRICN.POST COMPANY 300 IOOON (12.801
0+85W
Radius Mon.
I 0+75
424.01'
0+50
422.89'
ti 2
tx
Q Q 0'' Q
Q
41
Q, + ago ���. 2� ��•
P.C.43+3564Lt. 46' ,`off' � ,o
T. C. = 422.71' ti'��O eG`
PN Go c
� o
End Sidewalk Landing
357 Left
ATA
1
P.T.43+5964
T.C. = 422.90'
m\7/
0+25
421.77'
CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
�
-I--
CONSTRUCT CEM. CONC. CURB & GUTTER
O+OOW
43+1864
422.34'
O+OOE
43+4896 43+50
422.75' 422.77'
627
0+25E
/ 422 1818
1
i
0+50E
421. 88'
i
MATCH EXISTING PAVING, CURB & SIDEWALK
I 1 11
SAW CUT
4 4 +00
423.68'
i
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P.T.43+8696
T.C. = 423.27'
_v, Bk. of Walk _
P.T. 43+8396
R = 12.00'
CURB RETURN DATA \a.
ZZ = 90000,00" �`°
R = 20.00'
T = 20.00'
L = 31 .4 2 ' �0
P.C. 43+6696 Rt.42 (0�
T.C.= 422.35' r0l BACK OF WALK DATA
(4 PLACES)
C� R = 12.0 0
T = 12.00
Q • Qe L = 18. 85'
1 2.5' 015'
30'
*\\\ 0+98W
' I P.C. Mon_
III
SAW CUT
/ 0+85W
4 2 5.70' !
�1
it i t 1 it
MATCH EXISTING PAVING, CURB &
SIDEWALK.
' 0+ 75 W
/ 24 5.44'
X1. ' ti P.T. 45+6155 Lt. 42'
T. C. = 4 24.5 6
CURB RETURN DATA
,LNS = 90000,00"
R = 20.00'
'
Back of Walk T = 20.00L = 31.4 2
P.T. 45+45 05
R. = 12.00'
P.C.45+4155
T.C.= 424.83'
TELEPHONE
4--36" WATER -
i
0+50W
I 424.77'
0+25W
1 / 424.11'
G0'
A109
e
5`
lJ
�x
P.C. 45 +9355 Lt. 42'
�C. = 424.56'
CURB RETURN DATA
0 = 90000,00"
R = 20.00'
T = 20. 00' Back of Walk
L = 31.42'
P.C. 46+10Z
R=-12.00'
�yL
0+00 W
45+00 45+50 45+7755 46+00
424.79' 424.81 ' 424.68' 4 24.49'
I
P.T. 46+ 1355
T.C.= 424.35
GAS(ST)------------------------------------------------------------------ ---
22'
S 8" WATER (ST)
2.5' 0.5'
5.0' 1 1
5---12" WATER (ST)
CONSTRUCT CEM. CONC. CURB & GUTTER
0+75E
420.68'
1q_z 4'° �3\
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CONSTRUCT CEM. CONC. SIDEWALK 5' WIDE
10' STREET & UTILITY EASEMENT
A
;REVISED GRADES 43+00-44+001
R.E.J.
IVY
6-3-71
NO.
REVIE ION
BY
APPR.
DATE
-.
J' i
R
s
r,
INTERSECTION DETAILS
N.E. I I th ST. - Cul de Sac.
CITY OF RENTON
ENGINEERING DEPARTMENT
STREET IMPROVEMENTS
UNION AVE. N.E.
N.E. 4th ST. to SUNSET BLVD. N.E.
DESIGNED Ron E. Jensen DATE 4 - 1 5 - 7 1 FILE NO. 67 7�_ 9
DRAWN_ R. E.J. 11 �- .r-
SCALE 1 - I FIELD eooic pAGE_�
CHECKED
APPROVED SA,� 29' 22!2c 2f�- 2iu..f SHEET 13 OF ' 5
y g A, --Sr. CITY ENGINEER ' i
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