HomeMy WebLinkAboutR-397814El
a
m
a
m
CD
O
m
STA "A" 13+06.11
a
23.28' LT
tj
BOC ELEV= 24.17
ROW
V�I
STA "A" 13+06.18
21.78' LT
MATCH 1,HP ELEV= 24.17
EXISTING
Ya DELTA
7.41 %
PCC
23.92
�I DELTA
M+
°O 23.86
STA "B" 51+29.20
;. BOC RT
o BOC ELEV= 23.79
Y2 DELTA
23.79
FACE OF
GUTTER
LP
23.75
DELTA
F85
24.07
NW CURB RETURN PLAN
SCALE: I" = 5'
ZO5143.34'
TA "A" 13+06.58
RT
OC ELEV= 23.90
23 97LTA
F GUTTER
IL j
u°'i
M
N
'10�
Z
so
FEDAID: FA# CM-1292(002)
in TIB 8-1-102(034)-1 �) BergerABAM
CALL 48 HOURS /
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
N Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
STA "B" 52+21.43
38.05' RT
BOC ELEV= 23.97
7/4 DELTA
SW CURB RETURN PLAN
SCALE:1" = 5'
RECORD DRAWING
Information shorn on this record drawing
describes se —designed components and/or
r a onsbucted components. Infomwtion
regarding as —co *u- components was
provided by others am ras not verified. N0. REVISION
FACE OF GUTTER
GENERAL NOTES
1. SEE CITY OF RENTON STD. PLAN H032.1 FOR PAVEMENT SECTION OF
STORM DRAIN TRENCH PAVING.
2. SEE ROADWAY SECTIONS FOR PAVEMENT SECTION DEPTHS.
3. SEE PV-1 FOR LOW POINT STATIONS AND ELEVATIONS.
ELEVATION WORKING POINTS
WORKING POINT AT
WORKING POINT AT BACK OF CURB (BOC)
FACE OF GUTTER (FOG)
CURB AND GUTTER
Robert M. Hanson P.E. Date
a�=aa we;s;,aw, CITY OF
AS SHOWN S 7TH ST. AND SHATTUCK AVE S
$
RENTON
DATUM Public Works Department
Approved For Construction
0R01�y PAVING DETAIL
Rohert M_ Hanson PF_ ❑rite
FlELO8//23/16
a—IN.
-1 A