Plans r+ �
DOVE CI111L ENGINEER Job No. 6 1(`' :, C `Y'C
* ► '1 4914 SW Oakridge Road Date: I I fir; I r r ;'..
�: . 1 "°� Lake Oswego, OR 97035 Page i of
* - L '�- Phone /Fax (503) 697 -5926
•-N 6 6 - W1,4 x W1.4 WWF '67 ° D W Or): = r
@ ab mid- hieght P.T. Sill •
11i
M � , 4" conc i
�l• 2" sand: —:J.
( J. Anchor bolts
t ; i:. (per schedule on floor plan)
/ Z,� 6 mill
vapor barrier i ' 'B' bars J
._ ii i s DESIGN PARAMETERS .,
r -0 :'; :... fc'= 2500 psi
• O N N � ::_ f = 40 ksi
y
1 i - Soil equivalent fluid
ca c 12' rein of ".- �.•'.. pressure assumed to ,
�
I. co
j D • M f crushed 12' ' � . Ts be 30 pcf
0 o 2 ... . U � , rock, wrapped (min) t r:�. ,
' `6. 7 _
n 4oz /s non •
9 � — cl �c woven fiber r� #4 @ 10'o,c,(horiz)
o
I° .. o fab 2" • ,v- •
p LL CLR .� . :. 'A' bars '
U Provide p ry.
ui , L
O 2 waterproof + - - I L - - #4 & #5
C U _C Z 01.) mem rain & 7' - 4" #8 Bars
10 a , 0 > e Z3 b ehind w t�.,.. Roughen surface
p C Q 4 ' perf ADS, Slope ° o o ?i z, y or 2x4 key
t drain o ' rj . . �` -
a 0 p LO 5 o > . 1 12 'min •
.UL'L - C . ,. i o -,P• .' .
•
2'clr� fir__- -a• �_ .�_ -_.Y (2) #4 bars(cont,)
,3 "clr
'C' bars •
#4 bars @ 12 "o.c.(cont.) �,r • 4):
footino on firm
Key req for H > 6' -0' undisturbed soil
12' 12' 12 r Ts Wt
FOUNDATION RETAINING WALL.
N.T.S. • "\i �F_� PROF-&(-,s,
DIMENSION & REINFORCEMENT SCHEDULE 15,1 4? < •
'H' Max 14 T Wt Tf 'A' bars 'B' bars 'C' bars �" �
10'- 0' 6' -0" 8' 2' -2" 12' #5 @ 6' o.c. #4 @ 12' o,c. #6 @ 6' o.c, 1 `'i - _
9'- 0' 5' -9" 8' 1' -8' 12' #5 @ 9' o.c, #4 @ 12" o.c. #5 @ 6' o,c,, - °EG�Nti` +.
8'- 0' 5' -6° 8° 1' -8" • 12' #5 @ 9' o,c. #4 @ 12' o.c, #5 @ 6' o.c, ` ►:1426 \c°'
6'- 0" 3' -4" 8' 1' -0" 10" #4 @ 12' o,c. #4 @ 12' o.c. #4 g 12' o.c. ''''X • Nc-'-
' i 'R -Y C. g
5'- 0' 2' -10" 8' 1' -0" 10' #4 @ 12' o.c. #4 @ 12' o.c. #4 @ 12' o.c.
4'- 0" 2' -4" 8° 1' -0" 10" #4 @ 12' o.c. #4 @ 12' o.c, #4 @ 12" o.c EXP: 12-/1/99
NOTES:
'1. Wall is not to be backfilled untill after concrete stem has cured for a min of 14 days.
•
2. Concrete, formwork and reinforcement shall comply with current ACI standards.
3. Reinforcement shalt be accurately' placed and firmly supported prior to pouring concrete.
• 4. Filter fabric wrap around `'drain is not required if gravel backfill is used to fill
area to support stab. <-
5. 12" Layer of crushed rock with Titer fabric may be replaced with J -DRain 420 drainage .
system or Miradrain 6200. waterproof membrain and 4' perf ADS are to be installed
regardless of drainage system used.
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