HomeMy WebLinkAboutTED4001226.3CURB RETURN DATA
INSTALL 12 L.F. -12"
CONC. PIPE ! I.0 %
MATCH EXIST.
PAVEMENT
INSTALL MON.
CASE 8 COVER
R
6
L
A
O
15'
91° 06' 14"
23.85'
15.29'
15'
89° 53' 46"
23.53'
14.90'
INSTALL TYPE I-C
CATCH BASIN
G.E. 78.50
0 ( INV 76.12
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+
18.5' O
1/0
105
L=23.85'
L/3 L/3 L/3
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70
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80
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70
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L=23.53'
REMOVE EXIST. CATCH BASINS
AND STORM LINES
STA. I t 56.30
CONST. TYPED'
CONC. DRIVEWAY
W=10'
3TA. 2 +15.00,
'ONST. 7"YPE D
'ONC. DRIVEWAY
W= 9'
�- STA. 0 + 85.20 STA. l + 70.00 —
CONST. TYPED' CONS T TYPE D'
CONC. DRIVEWAY CONC. DRIVEWAY
W = 9, W = l0'
STA. 0 -I- 5 0.00
INSTALL TYPE I V - C
CURB INLET
G. E. 79.02
INV. 76.4E
INSTALL 36 L.F. - 8"
CONC. PIPE 1.0 %
O
PROPOSED TOP OF CURB, EAST
PROPOSED GRADE
Ncep
N i _
t.50
i CAD
rn
PROPOSED TOP OF CURB, WEST
CEIDAR AVE.
STA. 2 +19. 50 -�
CONST TYPED'
CONC. DRIVEWAY
W=12'
2
STA. 2 +64.00
CONST. TYPE D'
CONC. DRIVEWAY
W=IO'
S.
STA. 2 +88.80
CONST. T YPE 'D'
CONC. DRIVEWAY
W=9
' 1
I
8" ss -- —3
SCALE l = 20 HOR/Z.
l = /0' VERT.
3
v� N N
Orc�° +C0
NQ) 4)�O
EXIST. GRADE N
O 4) �-
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00
Qv
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+�
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00
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PROPOSED TOP OF CURB, EAST
10 0
PROPOSED � GRADE
a
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N�
�O
STA. 4 4- 50.00
CONST. TYPE 'D
CONC. DRIVEWAY
W = 30'
-STA.3 4-84.00
CONST. TYPE 'D'
CONC. DR/ VEWAY
W = 9' I
Gd
O �v
EXIST. GRADE—
113.96 TP
PROPOSED TOP OF CURB, WEST
O cV
+ o t 0.20 %
mV
0
on
CAUTION!!
CONTACT SEATTLE WATER CO. BEFORE
EXCAVATING IN VICINITY OF WATER LINES.
CALL 583 - 5891
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+
/ +
to
z
J
c�
Q
FOR SIDEWALK CONSTRUCTION, WEST SIDE,
BETWEEN STA. 4 +64.3 & STA. 5+ 32. 0
SEE SHEET l0, DETAIL A'.
9 53 % 125.1E TP
122.27T.P.
117.27 TP
T
Lo
Co
0
120.99 T. P.
118.26T.P.
'I
+ 9 53 0/0
14.�
�116.83 TP
�114.75T.P.
110.65T.P.
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135
+N
130
125
125
OO
120
�. ao
�N
130
125
120
115
1/0
130
125
120
//5
L.I.D. 293- STREET IMPROVEMENTS
CEDAR AVENUE SO.
SO. 3RD ST. TO SO. 9 TH ST.
R L B 5175
RLB
T AS SHOWN
'TE APPROVE:' A 3 IO
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