HomeMy WebLinkAboutTED4003232.5SW SEC 32, TWN 23N, RNL3 5E
Z
LLI
Q
2
w
z
O
I—
V)
Q
w
w
V)
w
Ir
Ld
W
0
0
U
Lu
J_
LL
Z
Ld
Q
LT
�1
Z
r�
uJ
IQ
W
W
Ln
W
Ld
CURB INLET 2 I NCJTE:
DUE TO P07EN77AL CONFLICT WITH THE
EXISTING UNDERGROUND U77LI77ES, IT
MA Y BE NECESSARY TO SHIFT CURB
INLET 21 IN 7HE FLOW LINE AROUND
THE CURB RETURN (NW) TO MEET
MINIMUM SEPARA77ON REQUIREMENTS.
CONTRACTOR TO VERIFY PROPOSED
LOCA77ON PROVIDES A MINIMUM OF 3'
HORIZONTAL AND 1' VERTICAL
SEPARA77ON BETWEEN IT AND EXIS77NG
U77LI77ES IF 7HE CURB INLET NEEDS TO
BE MOVED, TOP OF INLET AND INVERT
SHOULD BE ADJUSTED RELATIVE TO 7HE
CURB RETURN ELEVA 77ONS SHOWN ON
SHEET 9.
THE
B L_ LJ E
LINE
GROUP
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
P:425.216.4051 F:425,216.4052
WWW-THEBLUELINEGROUP-COM
D4
A S/y LAP
f- 01
v1 z
321 2 , i
EXPIRES: 5/5/06
390
TYPE 26M
PCR=7+51.00
J=112826"
R=35.75'
(SEE PROFILE RIGHT)
1___
V
8-30
CL
E
II
j 1
INT 11+56.73 MAIN AVE S
CB 20A TYPE I-L ii
I `;\ = 1+00.00 SE 1851H PL
SEE DETAI
SHEET 12
10+54.01
h
13.75 RT /
S IN D
COUNTY ROAD PLAN
. �rt
�rll
\' FOR IMPROVEMENTS IN KING ••:.
I
`�1\C�
•,. COUNTY POR170N ..OF PROJECT
....
`V
- CITY OF .,KINA�,--
" `mm
REN7��OUNTY
-
10+F0
(SEE KING:
/1 COUNTY PLAN
12+00 13+00
-
-
-- -- -
---------------
I
i
r 1 +45.32,
12.58' RT (CTT? STCR)
13.75' RT (CTR GRATE)
i
i
C 19
z
`71
CITY OF I KING cn
RENTON, COUNTY
(SEE KING Q
%COUNTY PLANS) ?
ICON;
0
N
z
9 rwfE ?r
NN
e1 Ni0
cV
v
� �� 0)
6-fD0 7+DD E+DD 9+DD l D+DD
1 RE►QSED PER COR COMMENTS FRB 3 02 05
SURVEYED:
11/1%3
DESIGNED:
3 ASBUlL T 7XB 2 12 0
BR/AN DARROW,
DRAWN:
FLAvro eAlNorn
A S S U l L T CHECKED:
BR/AN DARROW,
NO. REVISION BY DATE APPR APPROVED:
BR/AN DARROW,
77+00
1 "= 40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
7 2 +DD
VERnCAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
�X
kil
1 3+00
CITY OF
ML
RENTON
Planning/Building/Public Works Dept
W
W
Q
0
Z
PROPOSED
N
GRADE ® PIPE
1' MIN. COVER
OVER PIPE
39D
12" DI SLEEVE-,,_
" MIN SEPARA77ON
RIP RAP TO
EX. DRY UTILITIES
POND BOTTOM
TO BE RELOCATED
392.05
OUTFALL
IE 4 390.64
8" IE
L.6-
381.OB
21'-8" DI0 T 45.52X
BM OF
3 B D
N WALL=383.60
DETENTION =
NOTE:
POND
SLEEVE AND PIPE TO
GO THROUGH WALL
(WALL TO BE BUILT
AROUND SLEEVE AND
PIPE - SEE STRUCTURAL PLANS)
o a,
OLITFALL TO POND
SCALE: 1 " 4& HCIPZ.
1 1= 5' VERT.
fiqaw 2 ;2 145
NOTE:
ALL SOLID LOCKING LIDS TO BE
PER DETAIL SHEET 12.
CAUTION:
LOCA77ON OF EXISTING U77LI77ES SHOWN IS
APPROXIMA TE AND MAY NOT BE ACCURA TE
OR ALL INCLUSIVE. IT IS 7HE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY L OCA 77ON OF U 77LI TIES
PRIOR TO PROCEEDING WITH CONS7RUC77ON.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
UTIL177ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
FRONTAGE IMPROVEMENT
THE RESERVE AT STONEHAVEN
LLIA-D4-DO3-ECF, PP/ LND- I D-D4 1 7
01 / 14/05
FIELDBOOK: BOOK
PAGE PAGE
DRAWING :
04-082
13 13
SCANNED MAY 0 12006
/.� r'3 ? 3 ,c' ;r 2 / 3