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FLOOR AND CAPILLARY
BREAK
SLOPE
AWAY FTOM DRAIN
00
PER STRUCTURAL DRAWINGS
^
MAINTENANCE STRIP a
/
SLOPE TO DRAIN
4" MIN CRUSHED
SET FLUSH W/FINISHED
AWAY FROM BUILDING
SURFACING TOP COURSE
LANDSCAPE GRADE
8" MIN CRUSHED
0
HDPE VALVE BOX
SIZED REMOVABLE CAP
PROPSED
ANDSURFFACIRNAGDE
SURFACING TOP COURSE 5'
w
FOR ADEQUATE ACCESS 6"-8"
PER PLAN o o
DS CONVEYANCE
PIPE IS VARIES 12" MIN
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2% 2% PER PLAN �
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ILTER FABRIC
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PEA GRAVEL
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6" 000 i % TOP SHALL BE
45' BEND
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DIA PER PLAN
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/ WASHE 3"
VARIES
BUILDING FOOTING & WALL
' LF/
COMPACT GRAVEL BACKFILL FOR
BUILDING FOOTING & WALL
- ROCK MIN
tt.l
PER STRUCTURAL DRAWINGS.
DRAINS PER WSDOT O
SHALL
PER STRUCTURAL DRAWINGS.
FLOW
BE PLACED TO TOP OFF FOOTING FOOTING
IIL
SEE PLAN FOR
BEARING ZONE WHEN DO NOT DISTURB FOOTING
4" DIA PERFORATED PVC PIPE WITH LASER CUT
FOOTING DRAIN
4" DIA PERFORATED PVC PIPE WITH LASER CUT
I.E. AND DIA
INSTALLING FOOTING DRAIN
SLOTTED PERFORATIONS W/PERFORATIONS
DOWN
SLOTTED PERFORATIONS ORATIONS DOWN
CAP® AREAS
FOOTING DRAIN TO BE PLACED LEVEL OR
SLOPE TO DRAIN AT 0.8%% MIN
MIN
WITH POSITIVE SLOPE TO OUTLET ITS
NTSNTS
FOOTING DRAIN
2
GRAVEL PATH AND INTERCEPTOR TRENCH 3
NOT USED
3" O.D. DOWNSPOUT
2' SQUARE IF CLEANOUT IS IN
SEE ARCH PLANS AND SPECIFICATIONS
CONCRETE PAVED
DOWNSPOUT SHALL BE ATTACHED SUCH THAT
SURFACE, PROVIDE
IT CAN BE MOVED CLEAR OF THE CONNECTION
FINISHED GRADE
THICKENED EDGE & POUR
NYLOPLAST DUCTILE IRON
BELOW GRADE W/OUT DAMAGING
us
CON C RETE MONOLITHIC
DOMED OR PEDESTRIAN
CONNECTION TO THE ROOF GUTTER
GRATE WITH LOCK PER PLAN
12"0 D.I. PIPE
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12"
V/
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>
GRATE ELEV PER PLAN
,-
CONCRETE PAVING
1/4
CONCRETE - -
-
OR FINISHED GRADE
.
FIBER JOINT FILLER
CAST IRON COVER AND RING
OUTLET PIPE
PER PLAN
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p .
MARKED
o r
'•° a-`
45' BEND
"FDCO" FOR FOOTING DRAINS
JSIZE
SUUBGRADECMPACTED
"SDCO" FOR STORM LINES
"SSCO" FOR SANITARY SEWER
DIA PER PLAN
VARIES
REMOVABLE CAP
J.T. FILLER
BELL END OF 6" CONCRETE
(TYR 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
MIN
M95
AREA DRAIN
6
DOWNSPOUT CONNECTION DETAIL 7
NOT USED 8
CLEAN-OUT TO GRADE
SOLID COVER
2
RIM 209.9±
MINI
BEVELED END PIPE SECTION
PROPOSED
°_'
GRADE
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�1N�4 dam' d'balN
0� 0�� 00 O O T
ELEV 207.6
�
CB TYPE 2I—=I
1- �:R
�`�(l�:R �`�(lI:'LCE l�R �
PIPE SUPPORTS (2
�
�<,�%�
MIN.): 3" x .090"
�x
ALUMINUM W/ 5/8"
ice. ." />F�o/ v
STAINLESS BOLTS
SEC11ON
18" RISER TEE
8" SHEAR
B" OUTLET
GATE 12" INLET PIPE
PIPE
EXTEND TO BOTTOM
OF BIORETENTION
AND PROVIDE 4.0 X
AT BOTTOM
IE 204.60
IE 204.60
2.0'
RESTRICTOR
e ") LATE WITH
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R-398710
• ORIFICE 01.00"
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O�8[2-4' STREAM'
NOTES:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1. FRAME LADDER AND STEPS 20 M
.�
D'
GBED COBBLES O o
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DEVELOPMENT ENGINEERING
OFFSET: '� POLYPROPYLENE
ypl ypl��yopl
0118�0118118�0118 o
a. CLEAN OUT IS VISIBLE FROM
, ' LADDER OR
-;
O O O O O O O O 6
000g,00�000�o
O
SURFACE WATER UTILITY O
TOP
b. CLIMB DOWN SPACE 15 CLEARy8�o
STEPS OFFSET
IFitz-James 02/15/2018
rstraka 02/15/2018
OF RISER
54
c. MH OPENING SHALL NOT BE
THE
nNTS
PLAN
O
ro of INLET PIPE
FLOW CONTROL STRUCTURE (FCS) 7
DISCHARGE PAD
NOT USED
l� J p
1"=20'
"'� "°w'9"""'
CITY OF
RENTON
FIRE STATION 15
1404 N 30TH STREET
NATE1932
12/22/2017
TIM Ave Call 3 Working Days
Suite 201 Before You DIG!
Seattle, WA 98101 I�`''�
Imm
°`H 9
PERMIT RESUBMITTAL 2/12/18
eWSSIONATt
� ur
IsLOBOOK
FAEE
°A�""' syN
206.73.5341 9� �\
PERMIT RESUBMITTAL 1/29/18
RENTON, WA 98056f.
mC3.03
1. 206.973.5344
�g
2 BID ADDENDUM NO. 2
I
DATUM�
Planning/Building/Public Works
Dept.
16 18
„m.
DATE
APPR
engineering pllc www.lp4engine ngmm 7-800-424-5555
NO. REVISION BY
""E"COfv"`L'
DRANAGE DEALS
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