HomeMy WebLinkAboutTED4003246.8REVISIONS
00
U
�
0
M
z
Y
O
U
Z
w C9
Q
w
Z
W
0
�
co
00
M�
_
+0
Z
a)
m
T Q
z
'<
I�IWIL
Z O
J�a-o
Wzz+
WQ�
�3.co
W
0
.� 0
a»�
00
LL
Z
�_
"
00
N
E
�—
3 v
Z
a
U
W
Z w
U
- Q-
�
C
-Q E
N
\ E
140
1I
CN
C cr)
Ca
a
0
O
}
N
<ZZ
=LJ
z Uo
(�
Z
of
zo
w
JOU
z
o
D�--Q
o
Z J
Q Q
a
cn
N
J
U
0
-5
J
0
0
0
0
0
w
Z
Z
w
Y
>
O
>
U
3
a
v
a
w
U7
O
O
U
Q
J
a
W
J
�-
Q
N
LiJ
~
I
Q
u
0m
U)
F-
z
w
0
U
z
0
F-
w z
o' 0
L, U5
o >
w
Ir
of
w
r1
0
w
w
Ir
SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
cam/ // /� / / J / � \ � \ 1 ♦♦
� PAD =I It / /
397.E / / / �\ \
A --- 21.2 46 l / l 1 1 _ \ \ \ \ \ PAD = 395.5.00
♦♦
L=56.10
PAD = 395.5 1 1 \ \ \ 1' ♦
ry I = / 77LF " PVC l l 11 11 51 \ \ 50 \ �,♦
`=0.0100 (MIN.) PA = \ \ - �,�%`
D 395.5 \ \ PAD - 395.5 \ \
/ CB#.3, (TYPE I) 1 1 \ CB11 /(TYPE 1) / �1
STA. 16+ 11.89, 16.00'R 1 \ \ \ STA. 14+38.09, -f6.00'R
DRIVEWAY CUT �8#2p (TYPE 1) \ \ \ 1 \
CTERNATE 2 PER 1 SITA. 15+26.78, 16.00�R \ V 45LF 8; 'PVC
.O.R. STD. DWG. 1 1 \ \ - S--�(.�100 (MIN
�♦ 8S'A� R� yE 1 1 67LF 8" PVC \., ii i INS
( ) 1 S=0.0100 (MIN. \�,..._ ` , . 3 C098 °
45
— --
394-
PAD �/ / L '"
39 TO vc
3,92.0/
3g1.5 T
20 iB#2A, (TYPE I) /4-,
/ STA. 15+26.78, 16.00/L l
PAD = 395.5 / / 1
21
PAD = 395.0 22. / � �
PAD = 395.0 1
4' /
410
400 U
395 C2
W
0
Lu
390 z
J
U
F-
385
NOTES
1. ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE
PIPE UNLESS OTHERWISE NOTED, THE MAIN WILL NEED TO BE AIR TESTABLE. WITH LESS THAN 2' OF COVER.
2. ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35,
16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60
DETENTION
POND SEE
'SHEET C18
0
U 400
W 395
Z
= 390
385
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1" = 20
1
n
1
KEY I A A F
JI.HLr- 1 - LVV
VERTICAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
BASE
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET,
SI TE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITICNING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00458'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID
SCALE FACTOR OF 1,000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
" AS- BU/LT4w 2*4 Wlot I
(k*6
to 0
RECOMMENDED
FOR APPROVAL
BY: a m ur
BY:
�Afk�C�IZA L (Q L 3�p5
EXPIRES: MAY 6, 2007
�O
00
W0)
O
O
Q 00
00
U
0 '
zz 0
I
T)F-0
J0WN
NU5Z
ozookomo
�WI�Q�WQ
ll Im L"u-.�
�p u
U
ct
• rl
• rl
cn
o
W
•
w
u
bA
•�
U
3
Z
Z 0
0a:
Q N
m q
W010
N
rn N
V ♦ cq
N
X
J 'Q
IL
0
0
Z -1 01
DJ 00 N
Q W N
04
Ir 2 111 9T
J �®J
Z
� w
W T
LnQO
0 TNW2
LL 13 Co IL
slo
PROJECT NO.: 02054
DRAWN BY: .JGC
ISSUE DATE: 03-07-08
SHEET REV.: 06-13-05
WHITMAN PI- N.E.
STA. 13+30.00 TO
STA. 16+50.00
PLAN AND
PROFILE
cil
reo • ko -Apos
M 91707 A� R-'3v4b1 t St hr ED OCT 2 `� 4) -? 6 c, cP