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S.E. I NV ST.
r--E. 192ND ST.
K�Y MAC' _�
C.B. #14
ROAD
B
SEE SHEET RD-01
SEE
SHEET
RID--01
V
b
57
L.F.,
I
1
C.B. #15, TYPE 1
r
_
1 2
1"
STA. 40+44.61, 11.54' LT.
20
V96
W/ THRU CURB INLET
,r
e
'
L.F., 6'4 P.V.C.
1
'
,
S.D. ® S=1.0%_ MIN.
ry -7�
G/
i
�
1
1 1 .7 1 4 1 5
1
v
41 +00 13' (TYP.)
28
ZETRA
T A END PAVEMENT AT STATION
_N ___ 15.20' (TYP.) 41 +47.50, AND GRADE AT 2:1
TO CATCH EXISTING GROUND
10
29
7 102 L.F., 6!'0 P.V.G.
23 L.F., 12"b S.D. S.D. C� S=1.0% MIN.
------,
C.B. #16, TYPE 1
STA. 40+44.61, 1 1.54' RT.
1
+
0
W/ THRU CURB INLET
w
O
SEE
SHEL7
RD-01
Q INT'X STA. 40+00.00, TRACT A
®AD
B
= STA. 15+ 16.00, ROAD B
TRACT A
(PRIVATE ACCESS TRACT)
r� �N COD �N
,- 12 - N .-
.�- ': 6 r
�j lf�� �� �ln
530^
L.P. ELEV = 510.80
BEGIN PAVEMENT AT
STATION 50+32.66 WITH
THICKENED EDGE ON THE
4EFT PER ROAD SECTION
DETAIL ON 6EEf DT-01-
J 321 l
186 L.F., 6"0 P.V.C.
yS.D. @ S=1.0% MIN.
�3
10
INT'X STA. 52+00.00, TRACT C _G
STA. 31 +23.53, ROAD A + 0
33
35
NOTE:
TRACT C SHALL BE A MINIMUM 20' WIDE
AND IMPROVED AS JOINT USE DRIVEWAYS
PER SECTION 3.01 OF THE KCRS. THIS
TRACT SHALL BE OWNED AND MAINTAINED
BY LOT OWNERS 32 AND 33.
TRACT C
(JOINT USE DRIVE)
LO
CO IN
r�i cv O m 0; 0 00
In Lo� p
530 530 - - - ---_- --
L.P. STA - 40+44.61 O
PVI STA = 40+52 N
PVI ELEV = 510.58 to 525 525
K = 30.11 I
75.00' VC I
520 STA. 15+ 16.00, ROAD B
STA. 40+ 0, TRACT A -
EL. =511.2 ¢ 0)
+ O
OO Ln
515
EXISTING GROUND @ m
lx� OF OAD (TYP.) -�,
510
0
500
D Y
M
0
0
00
a
495
O
/
0
0
0
�a
490
W
l O
O
c N
v �
/ (O
� N
W
vo
i.Z a
14
1
�7 L.F.,
T
t4-7-- '=0.5C
Z
520
-
III r
It
co
+
d
O Lr;
U
W)
515
515
i
510
510.
-
--
PROPOSED -FINISHED
GRADE ® OF ROAD
i
505
50.5
------ -__ -
1270 S.D.
I
j
@ S=0.52%
'. B. # 15 TY
E 1
1
500
500
-;
-
ROLLED
J THRU CU
B INLET SE
'URB DETAIL
ON SHEET
DT-01
G. = 510.56
E. = 507.37
6 o
E. = 506.8
, 12"0
'
:.B. 1 s TYPE
1
i
-
-__495
! THRU CU
B INLET SE
ROLLED `-
:URB DETAIL
ON SHEET
-01
G. = 510.56
a
E. = 507.4
6"0
E. = 506.9
12"0
'
i
1
1
i
i
42+00
490
490
41 +00
----------
Al 6=A
DEN
C.B. #19A
I SEE SHEET SD-01(
i 5 4 518
3 0
Lj
5 80_-
Lj _
0
uu
23 o 9 uj
�r
INT'X STA. 80+83.09, TRACT E tr
= STA. 12+97.78, ROADS B & C SEE SHEET RD-01
ROAD B
CALL 48 HOURS
BEFORE YOU DIG
14300-424-5555
111
N cD
If)
O�0
CID
00
Q0
n
Ln
Ln
530 535
cv
�o
01-
to
v)
PROP
GRADE
ED FINISH
@ OF R
XISTING GRC
D
AD UO
UND ® 0
d
r
520
525
-
z
In
W
O
(D
t� pp
O
N 00
����
N
+to_�
515
520
II
II
o
pW
II
Q
V)
In
z
v~i
II w
�W
aW
(n
M
>
510
515
50+00 51 +00 52+00
1
505 1 51
500 1 5
495 1 500
490
O CURB FfTABLE
BCR
1 /4 A
1/2 A
3/4 A
ECR
STATION
OFFSET
ELEV.
15+92.17
12.00 LT.
510.24
----
----
510.37
----
----
510.50
---
----
510.63
16-4-26.31
39.27 LT.
510.76
A=77-14-43- R=35.00 L=47.19
I NSTA
CONC
STA: 16
39.
MIr
�ui
f� V)
uj
Li!
CURB f TABLE
BC,R
1 /4
1 /2 /J
3I,'Y' Q
cz. #11
ECR
SCALE: 1 °' = 50'
50 25 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.
STATION
OFFSET
ELEV.
16+26.31
39.27
510.76
---
----
511.00 H.P.
----
----
509.92
-- --
----
509.48
16+88.89
1 4.30' RT.
509.26 L.P.
16 3 67.27
1 12.00 RT.
1 509.48
=i02'45'17" R=42.00 L=188.97
TRACT E NOTE:
INSTALL ROOF DRAIN STUBS 5' FROM
(JOINT USE DRIVE) BACK OF CURB OR BACK OF SIDEWALK.
r�N NLn N N
(. r� cry Lci Ln
L L T) Lc)
LO
Coro
+(6
o0�
II II
as
KING COUNTY D.D.E.S.
Re ew E Ineer
Completion Date
F.
eni r 1
Com letion Date
Ap rov I Date
ES RS E.
E ME ENGINEER
Comments:
53
53
525
5
15
510
505
500
495