HomeMy WebLinkAboutR-3693090S
0
LU
PLANSFORSTRUCTURE INFORMATION
DETAIL - STORM DRAIN STR
PLAN VIEW
3 _..__.._..........._.....__. __...._ NOT USED
DD-6 SCALE: N.T.S.
o
E
o FEDAID: STPUL-1276(004)
()DRAWINGS
'a
BergerABAM
RECORD
SOME DATA ON2RECORD
IS BASED UPON INFORMATION
DRAWING
PROVIDED BY THE CONSTRUCTION
33301 9th Avenue South, Suite 300
CONTRACTOR TO THE CITY OF
y RENTON, THE CORRECTNESS TO THIS
Federal Way, Washington 98003-2600
N0.
DATA HAS NOT BEEN VERIFIED.
(206) 431-2300 Fax: (206) 431-2260
i TO BE CONSTRUCTED FROM CON PIPE, IN
E WITH ASTM C 14 UNLESS OJORWISE SHOWN ON
TOTED IN THE STANDARD IFICATIONS.
.E SIZE IS EQUA THE OUTLET PIPE OUTSIDE
LUS AREA IN ALL THICKNESS.
TO ET PIPE TO BE MORTARED AND MADE FLUSH
HE AREA INLET WALL.
SURFACE SHALL BE FINISHED TO ASSURE
JG FIT WITH ANY POSITION.
TABLE 1
OUTLET PIPE
DIA 0
AREA INLET
DIA 0
6"
12"
8„
181,
1
24"
BEE
° °NAS
REVISION BY DATE APPR --
TOP OF SLOPE
BEEHIVE GRATE, OLYMPIC FOUNDRY INC
PART NO SM60BH OR EQUIVALENT.
DRAINAGE DITCH,
SLOPE VARIES
1'-0" THICK I-1
QUARRY SPALLS 1.00 J�-
MIN
p ' O
j L-L
p
GRAVEL BACKFILL O a
FOR WALL 3.5' MIN
;ONCRETE INLET DETAIL - STORM DRAIN
PROVIDE 6" LEVEL BENCH
AT THE BACK OF CURB
CEMENT CONCRETE
CURB AND GUTTER
ASPHALT
FINISH GRADE
1'-0" THICK QUARRY SPALLS,
EXTEND TO TOP OF SLOPE
12" HDPE
NOTE:
SEE DRAINAGE PLANS FOR
STRUCTURE INFORMATION.
1RE NO. DR1-SD1
WSDOT STD PLAN F-10.16-00 MODIFIED
LIMITS OF REVISION
3.16 TO BE FIELD 3.16
DETERMINED
4-�4 7n
CEMENT CONCRETE
CURB & GUTTER
N_
� I DR1-UD12
CB TYPE 2 - 72"
SEE DRAINAGE PLANS FOR
STRUCTURE INFORMATION
NCRETE GUTTER TRANSITION DETAIL -
N.T.S.
WAS SHOWN
0P10H`"` ""° 10°'BB1
CITY OF
RENTON
DATUM
Public Works Department
Approved For Construction
Kuc kco�ixc°v
Rohert M. Hanson P.F. F
DRAIN STRUCTURE NO. DR1-UD12
R-369390
STRANDER BOULEVARD EXTENSION 5/20/15
PHASE 1, SEGMENT 2A
DRAINAGE DETAILS DD-6
SHEET 4 - ,,,