HomeMy WebLinkAboutR-398737T
FLOOR AND CAPILLARY BREAK
SLOPE
FTOM DRAIN
AWAY ILDING
C0P#1 2/23/2018
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PER STRUCTURAL DRAWINGS
MAINTENANCE STRIP i J
0
/
/ c`oa
SLOPE TO DRAIN
4" MIN CRUSHED
SET FLUSH W/FINISHED
AWAY FROM BUILDING
SURFACING TOP COURSE
LANDSCAPE GRADE
PROPOSED GRADE
8" MIN CRUSHED
HDPE VALVE BOX SIZED REMOVABLE CAP
AND SURFACING
SURFACING TOP COURSE 5°
W
FOR ADEQUATE ACCESS 6"-8"
PER PLAN o
IDS CONVEYANCE
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PIPE IE VARIES 12" MIN
18
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PER STRUCTURAL DRAWINGS. \/� �\\O
DRAINS PER WSDOT 0.13.12(4) SHALL
PER STRUCTURAL DRAWINGS.
�
_ _ _ _ _ _
FLOW
BE PLACED TO TOP OF FOOTING
o O o�O
LL
SEE PLAN FOR
DO NOT DISTURB FOOTING
BEARING ZONE WHEN 4" DIA PERFORATED PVC PIPE WITH LASER CUT
2
C3A3 FOOTING DRAIN 4" DIA PERFORATED PVC PIPE WITH LASER CUT
I.E. AND DIA LANDSCAPED AREAS
INSTALLING FOOTING DRAIN SLOTTED PERFORATIONS W/PERFORATIONS DOWN
�' SLOTTED PERFORATIONS W/PERFORATIONS DOWN
FOOTING DRAIN TO BE PLACED LEVEL OR
SLOPE TO DRAIN AT 0.5% MIN
WITH POSITIVE SLOPE TO OUTLET NTS
NTS
NTS
FOOTING DRAIN 2
GRAVEL PATH AND INTERCEPTOR TRENCH 3
NOT USED 4
2' SQUARE IF CLEANOUT IS IN
3" O.D. DOWNSPOUT
SEE ARCH PLANS AND SPECIFICATIONS
CONCRETE PAVED
DOWNSPOUT SHALL BE ATTACHED SUCH THAT
SURFACE, PROVIDE
IT CAN BE MOVED CLEAR OF THE CONNECTION
THICKENED EDGE & POUR
FINISHED GRADE CONCRETE MONOLITHIC
NYLOPLAST DUCTILE IRON
BELOW GRADE W/OUT DAMAGING
DOMED OR PEDESTRIAN
CONNECTION TO THE ROOF GUTTER
GRATE WITH LOCK PER PLAN
12"0 D.I. PIPE
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GRATE ELEV PER PLAN
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CONCRETE O//\//\O/\ D I I \/�\\/��
CONCRETE PAVING I
FINISHED
OR GRADE
FIBER JOINT FILLER/\\/\/ /\\/ I \\/\\`
///�// / !O/ CAST IRON COVER AND RING
OUTLET PIPE
SIZE PER PLAN
p o p p p p p d p p
d d p
d o d
MARKED
COMPACTED 45° BEND "FDCO" FOR FOOTING DRAINS
D
<p D D
p d d
SUBGRADE "SDCO" FOR STORM LINES
"SSCO" FOR SANITARY SEWER
------
DIA PER PLAN VARIES
REMOVABLE CAP
J.T. FILLER BELL END OF 6" CONCRETE
(TYP ALL AROUND WHEN PIPE OR EQUAL
FLOW
CONCRETE IS PRESENT) FERNCO BOOT OR EQUAL
6'$ SD WITH LONG SWEEP
SEE PLAN FOR DIA
12" ROUND DRAIN BASIN
AS REQUIRED
HANCOR NYLOPLAST OR
29
APPROVED EQUAL
MAN
ITS
5
ITS
AREA DRAIN 6
NTS
DOWNSPOUT CONNECTION DETAIL 7
NTS
NOT USED
CLEAN -OUT TO GRADE
SOLID COVER
2"
RIM 209.9f
/, MIN BEVELED END PIPE SECTION
PROPOSED
°
GRADE
d O
„O�\
6 MIN
/ \0o°O�'Mn° Uo°O`�000`j
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ELEV 207.E
12"
CB TYPE 2
PIPE SUPPORTS (2O\/O\//\\//\\//\\//\\/O\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/%
MIN.): 3 x .090
ALUMINUM W/ 5/8'$
STAINLESS BOLTS
SECTION
18" RISER TEE
8" SHEAR °
GATE 8" OUTLET PIPE 12" INLET PIPE
EXTEND TO BOTTOM
OF BIORETENTION
AND PROVIDE 4.0 X "D"
AT BOTTOM
IE 204.60
IE 204.60
I 2.0' MIN'
° RESTRICTOR
PLATE WITH
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a o ORIFICE 01.00"
O��o Op0p0�On0p Op�o z
0�00°c 2-4'$ STIR M��Do��
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NOTES:
D' OOBED COBBLES 00 o
1. FRAME LADDER AND STEPS 2.0' MIN FRAME &
ooO�OooOQ000OQ000O�oo x
OFFSET: POLYPROPYLENE
CLEAN OUT IS VISIBLE FROM
O Do0 Do0 Do0 Do
00
a. a° a LADDER OR
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o Oo o Oo o Oo o Oo 0
TOP °
a STEPS OFFSET
b. CLIMB DOWN SPACE IS CLEAR a d
o O�Do O�Do O�Do O��o
�� Ooo� Ooo� Ooo� moo
0�000�000�000�00
OF RISER 54,>
c PLACED OPEN
DI RECT YNG LOVERTTHE BE NTS
PLAN NTS
O
NTS
TOP OF INLET PIPE FLOW CONTROL STRUCTURE FCSJ.
DISCHARGE PAD
NOT USED
SURVEYED:
SCALE:
»_ f
1 —20
VERTICAL; NAVD 1988
HORIZONTAL: NAD 1983/1991
CITY OF
RENTON
FIRE STATION 15
1404 N 30TH STREET
DATE:
4/30/2019
1932 First Ave Call 3 Working Days
Suite120WA Before You DIG!
Seattle, 98101`
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DESIGNS Lip
PIAELDBOOK:
DRAWN:
SMN
ONE INCH
p. 206.725.1211 ^CT
og,
_` ��3 07666R��
RENTON, WA 98 56
DRAWING N0:
f. 206.973.5344 , ��
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DATu M
Planning/Building/Public Works
Dept.
03°03
CHECKED:
AT FULL IF NOT ONE CAIF
INCengineering
pIIc www•Ipdengineering.com 1-800-424-5555
LNO. REVISION BY
DATE
APPR
SCALE ACCORDINGLY
DRAINAGE DETAILS
APPROVED:
SHEET: OF,
1018
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