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A I B C ID E F G H I I J K I L I M I N 1 0
GUARDRAIL, SEE A9
FOR ELEVATION,
THIS WALL TO MATCH REINFORCEMENT SECTION AND DETAILS
SHOWN ON SECTION A/S7 FOR WALL a
AT GRID LINE 2 BETWEEN A & B. A.C. PAVEMENT
EL VARIES 85.75f
6" STARTER WALL MAX SEE CIVIL DWGS
W/ 6" RIBBED PVC SEE RFI 51 REV 1 & 1
WATERSTOP & 2"x6" M11. BLOCK OUT @
EF 2"
#8@6" #7@6" #6@8" KEY (TYP.) SLUICE GATE
2" CLEAR
SLOPE -
A I(TYP)
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/\\/\\/\\�/\\ \\ a EL. 65.00 a a \\ \ \ - , o"o
OR COMPACTED
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,ado DRAINAGE COMPOSITE
24" CRUSHED � FINISH GRADE
ROCK/QUARRY J \\ a ° a #6@8", EF VARIES EL 78.66± (TYP) MIRADRAIN 6000
SPALLS, SEE NOTE 1\\\i\\j/\\j/ // // / // // // // / / / / / / / / / / / / / / #8@6" SEE CIVIL DWGS
#7 @6 2"0 PVC
GEOTEXTILE °o WEEPHOLES
CLOTH - #6@8 #8@6 6" AGGREGATE BASE #5@12" AT 10' C.C.
#6@8" 15" EF #7@6" COMPACT TO 95% MAX
RFI 28 DRY DENSITY SEE STRUCTURAL FILL
NOTE #2
90% RELATIVE
SECTION M COMPACTION
SCALE: 1 /2"=1'-0" 4 9 RFI 28 COMPACTION
SCALE: •
SEE RFI #22-1 ° 40 ABS PERFORATED
PIPE CAP AT EACH
END OF DAYLIGHT
N
I
SPALLS, SEE NOTE
#2 SECTION N
SCALE: 1/2"=V-0" 4 9
SEE RFI #22
(12/3/03)
SEE NU I E #2
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COMPACTION
EXPOSED
MINIMUM
MINIMUM
LENGTH
LENGTH
REBAR
REBAR
REBAR
REBAR
DOWEL
RETAINING
FOOTING
FOOTING
FOOTING
FOOTING
BOTTOM
TOP
WALL
DOWELS
LAP
WALL
THICKNESS
LENGTH
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H<14'-0"
24"
13'-0"
5'-0"
7'-0"
#8 @ 10"
#8 @ 10"
#8 @ 9"
#8 @ 4 1/2"
LATERAL EARTH PRESSURE (ACTIVE) = 32 PCF (DRAINED)
LATERAL EARTH PRESSURE (ACTIVE) = 80 PCF (UNDRAINED)
ALLOWABLE PASSIVE PRESSURE = 300 PCF (COMPACTED)
ALLOWABLE FRICTION FACTOR = 0.40 (CONCRETE/SOIL)
SECTION rQ_,�
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O
O
O
O
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9'-6"
CONC COL FOR CONC COL FOR SCALE: 1/2"=1'-O" CONC COL FOR
REINF SEE DETAIL REINF SEE DETAIL 1 2 5 g -0 REINF SEE DETAIL
1
" #7@12#6@12" 9 4 94 4 9
T&B EF 2'-0 d
2 + EF j d
•
d ad d a
a o d d
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0 00 00 24" CRUSHED ° o°o
o pe o -,e o pe
GEOTEXTILE CLOTH f 9-#7 6" AGGREGATE BASE 24" CRUSHED 10- 7 o pe a Oe o
�a°oo 000a° 6" AGGREGATE BASE ROCK/QUARRY ROCK QUARRY
24' CRUSHED 'o�oa o�ae�p SEE NOTE #2 SPALLS SEE NOTE ^2 T&B SEE NOTE 2 / T&B# 6" ANOREG 2
# # SPALLS, SEE NOTE #2 SEE NOTE #2
ROCK/QUARRY 7'-11" 7 -0 5-7"
SPALLS, SEE NOTE #2 GEOTEXTILE CLOTH GEOTEXTILE CLOTH
SECTIONrR_'�SECTION S SECTION T
SCALE: 1 /2"=1'-O" 4 g SCALE: 1 /2"=1'-O" 4 g SCALE: 1 /2"=V-O" 4 g
SURVEYED: SCALE: 1 2"=1 '-0'
DESIGNED: DLB VERTICAL. NAVD 1988 ECONOMIC AND ENGINEERING
DRAWN: Si ONE INCH HORIZONTAL. NAD 1983/1991 Kennedy/Jenks SERVICES, INC.
CHECKED: DLB AT FULL SCALE Consultants
RECORD DRAWING 12/05 APPROVED: SEM 10900 NE 4th STREET, SUITE 1110
QQ DCN 03 — K/J CLARIFICATION NEB 11/03 DLB IF NOT ONE INCH DATUM 32001 Federralal .Way, Washington 98001 Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005
— RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
NO. REVISION BY DATE APPR
A I B I C ID E F G H I J K
JCC IVu I C ff..J
D ETAI L 1
SCALE: 1/2"=V-O" 4, 7,8 9
W-2953DD
FF
P
TOP OF 6" CONC.
STARTER WALL
TOP OF ELEVATED
CONC. SLAB
i
5"0
SLEEVES
VET
AREA 42.2 FT
;TYP
OF 215)
SEE
NOTE #3
REF
RFI 61
6"0
PVC
SLEEVE OK
TOP OF 6" CONC.
STARTER WALL
FOP OF
ONC. SLAB
NOTES:
1. SEE DRAWING S3 AND S10 FOR COMPLETE
REINFORCING OF CMU WALLS.
2. EXTEND THE BUILDING EXCAVATION, CRUSHED
ROCK/QUARRY SPALLS AND AGGREGATE BASE
A MINIMUM OF 5 FEET BEYOND THE FOOTINGS
AS SHOWN ON S4. SEE DWG NO C18 FOR
ADDITIONAL SUBGRADE REQUIREMENTS.
3. DETAIL REPRESENTS SLEEVES FOR SECTION
A/S7. DECREASE SLEEVE COUNT TO 140z AT
9'-6" WIDE (NET FREE AREA OF 27.5 FT )
FOR SECTION F/S8.
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS
HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION
PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR
COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD
DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE.
= CITY OF RENTON
"u Planning/Building/Public Works Dept.
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
STRUCTURAL
FOUNDATION SECTIONS AND DETAILS
L M N
110
9
8
4
J
2
0 1 2 3 4 6
1 /2"=V-0"
DATE: DEC 2005 1
PROJECT NO. 3-01-358
REVISION NO.
SHT NO.
DWG NO. S9
WI-121915131AIA