HomeMy WebLinkAboutTED4001291.4a
22
20
wi
/6
60'
30 30'
18' l8'
if
Gj CONS C.B.
roP-_
, /NV.
REMOVE EXIST. C.B.
' B EXIST. PIPE
�i I 36 L.F 8"CMP, /6GA.
REMOVEPC.C.
V SIDEWALK
o
v
t0.30%
EXCA VATE B
N
BACKFI L L /O' cr1� N
BEYOND EDGE Q I tij
OF PAVEMEN T
I
i
/6f-00
CONN. TO EXIST. 24"CUP
W/24"X8"C1WP SADDLE
BPrANCH
-4-
END 0 VERLA Y
32 L.F. 8" CUP, /6 GA.
r
CONS C.B
TOP. , INV
M
SO. 7TH ST.
SCALE HOR 1"=20'
VERT /"=2'
SD -SD
-5
-rfi-rT?T i i J i
l8�
SL
W W W
4"
-G
• TP
v J ---
N EXISTING f PROFILE
PROPOSED NORTH CURB LINE /
24" o CMP STORM DRAIN
/.30'
4 "PCC.
,SDWK
30' 1 1 30'
9
50' 1 _ 23.20' 1 1 20.80'
/5.20' 20.80'
(EXIST) (EXIST
EXIST. CROWN
2" A.C. PAVEMENT - CL. B — —�
2'` AC. PAVEMENT -CL. B
— 4" LEVELING COURSE
f BALLAST (/"MINUS )
�- DEPTH OF EXCAVAT/ON TO BE
DETERMINED BY THE ENGINEER.
4" PC.C.-
SDWK //4'j l'
t Q3
' EXIST A.C. PAVEMENT
NOTE:
I. ALL DIMENSIONS AND ELEVATIC,4 ' AS SHOWN
ON THIS DRAWING ARE TYPICAL BUT MAY VARY
IN SPECIFIC INSTANCES AS SHOWN ON THE
PLAN PROFILE DRAWINGS OR AS DETERMINED
BY THE ENGINEER.
2. MATERIAL TO BE PLACED OR REMOVED AND
GRADED IN A NEAT MANNER FROM EXCAVATION
LIMITS TO EXISTING ELEVATION AT PROPERTY
LINE AS DIRECTED BY THE ENGINEER.
TYPICAL ROADWAY SECTION
NO SCALE
22
20
/8
/6
STREET IMPROVEMENT
SCE. 7TH. ST. — WIDENING 61 OVERLAY
RAINIER AVE. SO. TO GRADY WAY
J.A. AUG. /375
J.A.
El
AS SHOWN 430 3
5 �
s