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�;.E. 18UH ST.
S.E. 192NO ST,
KEY MAP
40 L.F., 12"0 S.D.
54 L.F., 12"0 S.D.
r
END ROLLED CURB ----- �f
STA. 10+50.58, 11.00 LT.
\ � 4
G_ INT'X STA. 10+00.00, ROAD D �o
STA. 109+07.23, 116TH AVENUE' S.E.
S.E. 89TH PLACE
(PRIVATE ROAD)
i
CENTER OF CURB RAMP --/ /
STA. 108+84.59, 36.99' RT!
39 L.F., 1 ZO S.D.
R, fie CENTER OF CURB RAMP
STA. 108+70.12, 29.10' RT.
n1 CURB FLTABLE
BCR
1/4
1/2
3/4 A
ECR
STATION
OFFSET
ELEV,
109+54.68
14.57 RT.
518.58
518.72
__--
___-•
518.86 HP
518.43
iU+50.58
11.0U LT.
518.02
A=91 °14'90" R= 35.00 L= 55.73
A PORTION OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANG 5 EAST, W.M.
CENTER CUL-DE--SAC
8 L.F., 6'0 PVC S.D. 0 S=1.0% MIN. FOR CUL-DE-SAC GRADING
INT'X STA. 15+16.00, ROAD B TRACT A C.B. #13, TYPE 1 SEE SHEET RD-03
ROAD C = STA. 40+00.00, TRACT A -�STA. 15+92.17, 12.22' LT. STA. 16+67.27, 30.00' LT ROAD B
SEE LEF�C SEE SHEET RD03 .,
r(�INT'X STA. 12+97.78, ROADS B & C r + �; 24 L.F., 12"0 S.D. 110 L.F., 6 0 PVC S.D. @ S=1.0% MIN.
!� =. 80+83.09, TRACT E ANGLE POINT CUL-DE-SAC
STA
C.B. #1 a, TYPE 1
a I I I STA. 16+67.27, 0.00' LT ROAD B
STA. 13+32.85, 12.22 LT. -
C.B. 11 TYPE 2-48' 0
23 �L. ., 1�2 S.D.r I S _ 1 9 22
STA. 16+88.89 4. '
55 L.F., 6 0 PVC S.D. ®S 1.0% MIN. 30 RT.
-� k 2 I �� r<,g = STA. 70+00
C.B. 21, TYPE 1 ` 147 L.F., 6"0 PVC \` R MOVABLE BOLLARD p
STA. 11+97.67, 11.54' LT. S.D. ® S=1.0% MIN. 3 \, iu 07:75; 24 58�ET.
W/ THRU CURB INLET U13 �-� %----- ��,REMOVAB E B6
C.B. #19A ' STA. 70+09.20, 20.68' LT.
0 14+00 0 15+0 +00 �' EE DETAIL ON SHEET DT-04 TYP
SEE VIEW LEFT '� � � � � + 1---��{�� ,�- � �. •. �._ (
RAd� o✓�ri-_ 15' WIDE STORM
74 L.F., 12"0 S.D.
• 8 45 L.F., 12"0 S.D.. s .� DRAINAGE EASEMENT ( ) SCALD 1 _ 50
C� ��, TYP
'9
1 21 L.F., 18"0 S.D.
f 9 �J ® C.B. #19, TYPE 2-48"� 24 25 2E� � % 8 29 3 �� � 50 25 0 50 100
®� -- STA. 13+03.30, 18.81' RT. Y - �- 98 L.F., 18"0 S.D `
CONTOUR INTERVAL = 2
0 88 L. 15"0 S.D. 41 L.F., 6' 0 PVC S.D.
r -•�. o s
/ @ S=1.0% MIN.
.. 171 L. 12"0 S.D. C.B. #14, TYPE 1 C.B. #12� TYPE 1
'� 6 1 / I STA. 15+04.00, 12.22' RT. STA. 15+92.17, 12.22' RT. i HORIZONTAL DATUM: WASHINGTON STATE PLANE
, ) s y COORDINATES, NORTH ZONE, NAD '83/'91, BASED ON
23 `�° °"`� �" � � ��� �'�'" F--�� � �-� -`-- TIES TO KING COUNTY PUBLISHED CONTROL.
..�66 L.F., 6" 0 PVC ®- 7.5'
2 38 L.F., 1 L 0 S.D. 145 L.F., 6 0 PVC S.D. ® S=1.0% MIN.
VERTICAL DATUM: NAVD '88, BENCH MARK - 4" X4'
\ I S.D. ® S=1.0% MIN. /
110,o -- -- 15' PUBLIC CONCRETE MONUMENT WITH LEAD AND TACK IN CASE
6' 0 S.D. CLEANOUT, TYP., C.B. TYPE 2-48 0 DL C ACCESS ""' < LOCATED AT THE INTERSECTION OF SE 192ND ST AND
C.B. #1;, TYPE 2-48 0 STA. 1+22.59 0.00 RT. EASEMENT
CL INT X STA. 80+83.09, TRACT E STA. 13+32.85, 11.39' RT. SEE DETAIL SHEET ON DT-04 Imo, 5' PEDESTRIAN P THL 116 AVE SE. ELEVATION = 514.98 FEET.
08 = STA. 12+97.78, ROADS B & C
182 L.F., 18"0 S.D. I A
REMOVABLE BOLLARD F' I 1 l-
.� ( I `f REMOVABLE BOLLARD
J Ma 5 STA. I2+71.02, 10.87 RT. �+° STA 72+70 92 6 71' R
104 L.F. Co PVC S.D. ®S=1.0% MIN. \�4 C.B. #4 TYPE 2-48'0
6 STA. 73+04.15,� Ike C INT'X STA. 72+91.32, TRACT B
0.00' RT; 111 '�m = STA. 32+66.68, ROAD A
C.B. #19A, TYPE 1 = STA. 32+66.39, 11.39 RT. F
STA. 12+67.84, 12.22 RT. CURB F1 TABLE CURB FLTABLE '
0 I �` N
C.B. #20, TYPE 1
STA. 11 +97.67, 11.54' RT. BCR
W/ THRU CURB INLET 1/4 A
1 27 L.F., 6"0 PVC S.D. 0 S=1.0% MIN. 1/2 A
27.22' RT. 3/4 A
ECR
-ROADS B, C
BCR
C.B. #25
1/4
1/2 A
C.B. #24
3/4 A
ECR
CURB FLI"ABLE
STATION
OFFSET
ELEV.
108+61.56
27.00 RT.
519.92
108+58.30
- - - -
519.79
--_-
-_--
519.36
_-_
_--
518.80
10+45.73
17.33 RT.
518.40
_-_
- - -
518.24
10+61.00
12.00 RT.
517.68
A=88-45'51" R=35.00 L=54.22
STATION
OFFSET
ELEV.
14+79.00
12.00 LT;
511.40
511.15
510.98
40+37.00
12,J0 L'I:
510.57
A=90'00'00"wR=25.00- L=39.27'
BCR
1/4 A
1/2
3/4
ECR
STATION
OFFSET
ELEV.
15+52.94
12.00 LT.
510.65
- - - -
- - - -
510.73
- - - -
- - - -
510.83 HP
----
----
510.70
40+37.00
12.00 RT.
510.57
A= 90'00'00" R= 25.00' L= 39.27'
a�
NOTE:
INSTALL ROOF DRAIN STUBS 5' FROM
BACK OF CURB 0� `r.;AC : :7F SIDEWALK.
RA,%"-��'T
9`� t00 0) 0Ico�cq ' �O . .06It - N �}-
N NcI
� cD (0 O O I O O O ) O O
V N rLc) C) ft�� C
to In n
Ln L L0 .
10+51
PVI STA - - L.P. ELEV = 15.81 H.P. ELEV 516.33 INT'X ISTA. 12+97.78 ROAD 8 & C
PVI ELEV = 517.97 L.R. STA = 11 97.72 H.P. STA = 12+76.43 = STA. 0+83.09, T CT E
EL. = 5 6.28
53® A.D. - 2.70 PVI STA = 11 82.19 PVI STA = 12+95.63 530 52
--- - - --- - -K =- 7.79 --------PVL-ELEV = 5� 5:48- PVF-ELEV-T--�STi� = +4-8 I
A.D. = 2. 0 A.D. = �- 4.10 PVI ELEV = �512.01
75.0 VC K = 34 � K = 1.30 A.D. _ .31
'on. 0 100.00' VC 75.00� VC K -- 4132
r r- 0 _ 100.00, VC 525 515 j P.f OPOSED FINISHED
-T
525 --- -- - -
TNT'S�-STA.- ( -GG- �R A6- o �n y 0) m _r .. - G.I D ®� DF PIPE
+ r� o �XISTING GR UND
AVENUE S.E. 6 `f d Q d
STA. 109+0 .23, 116TH U o u� + , u' cp C4 to `t' �
EL. = 520.33
> _ � I o � �,.' F � OF ROAD �(TYP.)
C° U -1 c+v L + D r � to 00 ` PROPOSED FINISHED
wi U w i `n m o GRADE 0 QL OF ROAD
-m--a- w - v- - - - r 0 --- - - - Q --
'-
I 0
m
515
ice
a
.0
0
5.05
-0 J
1 5,
1®
0
a
N �
00
j a
_500
0
i
0
0
i
_ 9,5
I N
W e6
0
�0
c N
v
wn
N
E
IL N 54-1_E;, i -- - - -- -----
------- - - +® S_2 53� I ®40 L.F. 37 L.F., 74 L.F.,
12"� S. D. S=2.1690 S.D.S=0.51 ® 5-0.5G%
C,B. 25 TYP 1 12 0 S D. 12"0
T G. = 519.712"0 SS D
I. = 515.91
9 L.F., @ =4.33% 12" S.D. - -
G. C.B. 24 TYPE 1 j
T.G.
518.38
I.E. = 5 4.22, 12"0
i
C.B. #23, TYPE 1--
T.G. = 516.87
I.E. = 512.85, 12"0
C.B. 22 TYPE 1
T.G. _ P15.89
I.E. _ �11.99, 12"0
C.B. #21 ITYPE 1
W THRU CURB INLET SEE R01
CURB DETAIL ON SHEET DT-01
T.G. = 51 P.57 ,� I
I.E. = 51 -426 0
I.E.--_511.92: 12"0 --i
--- - C.B. 20 PE 1 --I
W THRU URB INLET SEE ROL
CURB DETAIL ON SHEET; DT-01
.57
II.E = 5112 30, Co
I. E. - 511 80, 12' 0
11 •4- n n
12+00
18
�' I s_2 S6q
TYPE 1 1 �
T.G. = 515.57
I.E. = 511.44, 2"0
C.B. 17 -TYPE 2-480 -
T.G. = 515.32
C.B.
o
EXISTI
AG GROUND
I
+ N
(L OF
ROAD (TYP.
J
U
'-
Dr-
UNLo
�� II
0+0
z�
�(�
II w
1 II
z
0(nw
D
88
L.F.,
97 L.
S=10.
79%
.,
-
1PE
18"0
,D•
C.B. 14
1
C.B.
13 TYPE
1
T.G. = 511;19
= 510.2
= 506.65
I.E. = 507.98
I.E. = 506.
6"0T.G.
8, 120 I.E.
6"0
FF Da615j��2'0
CD.
12 TYPE
1
T.
= 510.31
I.
- 506.38,
6"0
I
= 505.63,
15"0
I.
f = 505.312
18"0
III
520 1.. ----
121 L.F1wo St
515 505
® =1 6070
L-5-10- 500_--C•B. # 11 - i --
,SEE VIEW LEFF
f
505 _ 495__
1�.,D. it I I I I r L L-'tLyw
T.G. = 509.30 500 490
LG--=-505.65 �� -- -- --- -- -- ------
I.�. = 504.65, 18 0 - ---
I I
------ -----495 --- _485 - I
--182 L.F. - --------
, 18', 0 S.D.
® S=j0.98%
520
515
510
J 1 505
gore
REVISION`'S
DESK IM ION/DATE 1
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40111
EXPIRES 12/21/t?" i
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'rj ri
z
z
495 0
%..D. -r 11
r'E 2-48 W_
_
u
T.G. = 506.20
I.E. = 501.92,
5'0
R-404504 z
I. E. = 501.42,
12 0
Y
I.E. = 50
.92, 18"0
{ 1. E. = 50
'42, 24"0
JOB NO.: 1166-001-005
4-90
DWG. NAME: RD-01
BY: LGC
IDESIGNED
II
15+00 _ 1 6+00 17+00 7Q+00 71 +00 72+00
DRAWN BY: JU_
CHECKED BY:
485
---- -- i -- --- -- --- - -- DATE: 04/26/2006
DATE OF
PRINT:
73+00 4 OF W SHEETS