HomeMy WebLinkAboutR-404505..,
REVISIONS
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w
I NTH ST.
S.E. 192ND ST.
KEY MAP
TRANSITION ROAD SECTION AS
SHOWN IN PROFILE
SEE ROAD A CROSS -SECTIONS
ON SHEET DT-01
END CURB AT STA.
31 +51.12, 1 1' LT.
23 L.F., 12"0 S.D
INT'X STA. 52+00.00, TRACT C
STA. 314-23.53, ROAD A
END OF SIDEWALK
STA. 30+ 14.67, 15.50' RT.
A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 3 NORTH, RANGE 5 EAST, W.M.
LOCATED SOU 1 H OF KUAU A 51A. JU+UU.UU.
BEGIN ROLLED CURB AND GUTTER, ASPHALT PAVING AND
SIDEWALK AT ROAD A STATION 30+00.00. REFER TO
STREET SECTION DETAILS ON SHEET DT-01.
R
iri' BCR
1/4
1/2
v 3 4
/ j'vPROAD A' ECR
/(PUBLIC ACCESS)
CURB IFi1 ABLE
.STATION
OFFSET
ELEV.
39+01.58
8.00 LT.
504.36
- - - -
- - - -
504.55
- - - -
- - - -
504.75
----
----
504.94
204.91.71
1 11.00 LT.
1 505.13
A=88-33'48" R=25.00 L=54.10
120TH AVE. S.E.
SEE SHEET RD®05
24 L.F., 12"0 S.D.
SEE SHEET RD--05
120TH AVE. S.E.
STATION
OFFSET
ELEV.
38+84.72
12.00 RT.
503.95
38+92.14
- - -
503.90 L.P.
- - - -
- - - -
503.93
- - - -
---
504.07 HP
- - - -
- - - -
503.95
204+11.34
16.00 LT.
503.82
Q- 91 `19-49" R= 35.00 L= 55.79
cc
SCALE: 1 "" = 50'
50 50 0 50 100
CONTOUR INTERVAL = 2'
HORIZONTAL DATUM: WASHINGTON STATE PLANE
COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON
TIES TO KING COUNTY PUBLISHED CONTROL.
VERTICAL DATUM: NAVD '88, BENCH MARK - 4' X4"
CONCRETE MONUMENT WITH LEAD AND TACK IN CASE
LOCATED AT THE INTERSECTION OF SE 192ND ST AND
• 116 AVE SE. ELEVATION = 514.98 FEET.
� INT'X STA. 39+36.82, ROAD A
= STA. 204+59.54, 120TH AVENUE S.E.
CENTER OF CURB RAMP
STA. 39+09.42, 22.91 ' RT.
NOTE:
INSTALL ROOF DRA.IIN STUBS 5' FROM
BACK OF CURB OR BACK OF SIDEWALK.
KING COUNTY D.D.E.S.
`31-oG
Re i w gi eer
UDate
&4Aq
Completion
-
Com letion Date
pro I Date
- _g
enlor r
SANOER% P.E.
MOMENT
EN 1NEER
Comments:
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LO It)0
L0
L0 If)
L n
25
525 -
_
__
H.P. EL
_ _
= 507.$1
--
-
-
-
P. ELEV =
06.18
�- ----F-
--
�-
-
--5----
H.P. STA
PVI STA
- 31 +06.32 1
31 +05.10 1
H.P.
STA = 3
+68.68 L.P.
ELEV =
�04.17
PVI
= 508.06
L.P.
LEV = 503.
3
I _ 3
V
STA_ i
92.14
A.D.
D
=
i 2.05
L.P. STA
= 35+58
58
----
I ELEV =
06868 P
I STA = 38
� 84.92
520
520
---
K
----
48.78
� ,-- ----- -
�--
----------
PVl-_S.
- -
A-p-35+-68
-------A:D:-_=
-
�45-------
Vt-EtE�t =
--
-
-
--
-
_
Z
PVI ELEV
= 503.
3
K = 22.
6
A.D. = 4.P5
---
O
k
D. = 2.50
100.00, VC
K = 15.114
i
Ln
K
= 40.00
75.00' V
ly_�
q
Q r1
Lq `n
+ o
00.00, VC
-
-
-
-
cD
- Q
-
-----
-
00
--
--
---
515
-515
0
0 +
to
�a w
co
°u,°
+ °'
0
LO 0
N 0
�t� u
Q
0
p
�
0
��
w
EXISTING
STA. 1 +23.53, ROAD A OF
i = STA. 5 +OC.00, TRA T B
GROUND
ROAD (TYP.
I
1
a
CO
+
w
t
0
r-
`n
> J
m
+
°M°
00
o
N
N N
w LO CO w
510
510
510
_ _
-t-
_cr_ Ems=-5 7-78 ----__�--
_
- PROPOSED
FINIS
_--
ED
-
-�
-
-w
-- -
- -
--w -
ui
W -� ¢
U
----
-
-
-
Z',�_
Q
��
GRACE®
OF
OAD
m
w
w
n
m
v� w 1.�,,y%
�- I
LS
--__
I<- 0
-----
--
12'O �. �1.p
----- - Q -5.8
--
- - -
--
-
--
-
- -
- -
-505
_505--
-- ---
-
-
88
.F.,
42 L.F. 11 L.F.,
`�
v
® S=0.50�
5=0.50� 134 L.F.
I
® $=0.50%
12" 0
S.D.
12" td S.D. ".
12 S.D. 5=0.80
I---
,
--
-
-
--
-- --
-- ----
--
24 L.F.,
12"0 S.D.
500
C.B. #8.
T.G. _
I.E. _
fYPE 1
1506.74
503.25, 6"0
24 L.F
1--
--
I 24 0 S.D
1 C.B. 9 TY . E 1
�59-
� - ��-
5=1.33q
I �--..,...,.o�,�
-sp. - -
�-5=_0:54
r----------
------
-
------
--
----------
------
-------
--
24»� S.D.
6 L.F.
®5,1.6810
-- --
I.E. =
02.75, 12"
12of0 S.l�.
®5=0.50�
T.G. = 507. 3 „01
I.E. = 503. 3, 12
24 L.F.,
5=1.7pq
2
7
12
0 S.D.
495-
- C.B.
T.G. =
I.E. =
TYPE 1
506.74
02.63, 12"
--- -
- _
- C.B. # 5 TYPE 2-48"0 _ C.B. 4
i- T.G. = 50 .40 SEE SHEET RD-01
-' I.E. = 502� 48, 6,0
12 0 S.D.
S=2.25 -
- ----
-
21
12"o
4"� S
� .F.,
S.D.
--- -
1
--
0 L.F.,
"0 S.D.
--
-
SE
SHEET RD
05 -
---
-
- --
- -
-
495
--
= 501 �98, 12"�
® S=
II.E.
.88%
�
-15.58�
N � C.B. TYPE
2-48!'0
4�90
_
C.B. _ 6�
T.G. = 507 �
I.E. = 502. (19,
"
E 2-48 � _
55
12 0
-3
,= Z T.G. - 504.86
`n Q I.E. _- 50t
^_��-- ------ I.E. 50
I.E. - 49
z I
.84 6"�
.34, 12;O
.34, 24 0
___ C.B._ _ TYPE 2-4
W7 T� U CURB INL
CURB ETAIL ON SF-
T.G. = 503.49
"
SEE ROLL
EET DT---01
D
_
_----- C.�.-_
T.G. �
I.E.
I.E. =
1, TYPE 2-
504.78
496.26, 12,
495.26, 24
8"
0
1Nj
B. #26-TY
BHRU CURB
UR DETAIL
_
E 1
INLET SEE
ON SHEET D
_
ROLLED
01
- -
- -
I
-- -
490
- -"---
-
m
lI PROFILE EFERENCE PIVOT
POINT
I.E. = fT98.72 6'
1. E. = 498 22: 12"0
LIE
= 499391�
12"�
A-55
-- ------�---------
,�--
---- ----i ---- -- _100-'
�
-
-I
-
485_
�---------
__
- -----
�
C.B. 42k
TYPE 1 I
I
503.87
STA. 32+ 1.27
T.G. =
,
1
1
,=
END TRAN. TION LT.
I.E.
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