HomeMy WebLinkAboutR-366312PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHP
,
EX CB —TYP
RIM EL= 391.40
INV EL= 387.60
� u
EX CB —TYP I I ��� EX CB —TYP 2
RIM EL =390.4 I RIM EL= 391.02
INV EL- 389.27 I i ❑ EL= 383.01 E —W
INV EL= 386.02 NW
RIM SEL1H390'A ' INV EL= 387.00 NE /
INV EL = 380:48'
- - -- w
_ w
- - - -- - p w 2 +00
' h
ACR 1B,1C,1D I ROCKERY TO BE REMOVED
'$EE DETAIL REFER TO TEMP PLAN
S T C6 -13 4—
i jJ 64.4L='38.69
,
Tah =24.42
Delta =88 39'5f�
EX CB —TYP I - ' _ ___ — — R =' 5.00i I
Dik CI —tQQ R2 I N ! I —
QUEEN AVE NE
TOTAL IMPERVIOUS
PAVEMENT 7700sa.
54.87'
STA 3 +00, 4'RT PAVING NOTE
RELOCATE SIGN THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S
TRENCH RESTORATION AND STREET OVERLAY STANDARDS GRAPHIC SCALE
so 0 m 20 a eo
EX NV EL = 381.89
I ( IN FEET )
1 inch 20 ft
v
5 .01' 50. 1';'
r
r
c
I i
SOW& WE 57.47' 5 +00 (CALC) � _ _
5 +60.72
lT 1 N
-
15' SANITARY SEWER
ACCESS EASEMENT TRIM EL = 372.57
- --
INV EL =367��
1 +00
2 +00
3 +00
QUEEN AVENUE NE
SCALE: HORIZ 1 " =20'
VERT 1 " =10'
4 +00
5 +00
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
rLJK HrrKUVHL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
P\ 19>' 12 - 36Co3IZ
v! v!
v 0
o
zz
�zp
n
w
s
Z
J
CL n
W
0
� Z
� Q
O
N
O
0
I
n
m