HomeMy WebLinkAboutTED4001391.10Ad6ww"k
Steps - V Deformed Ba
pc st;rl or Galvc,
Max Pipe
Mortar Fillet y.4 40
Precast Base Section or
6 Min Cost in Place
6 Mir. STORM
"
TYPICAL DE,
`ALE,
5'6 .— VARIABLE --
4111. t2
SLOPE
V.r'able
T
SLOPE
l 1.
VA al
----------
el
6
P. NATIVE SOIL OR COMPACTED CLASS 'B' FILL
*010, Ex. ground level
cem. conc. sidewalk
"t,
4 4" crushed rock
Cl liBli 3rovel (cornpacied)
02 washed qrQ�,L,
Precast rein{. 4rnIl polyethylene film
conc. Relaining Wail R/W LINE
See 5heet 7 Of 8
for- Rd. Wall detail.
/0,
1* -
EX. C6-14,fAl 7- C 0 Aj C. /�A V11V G
PRECAST
MANHOLE
IDa SE (" T 10 NS
X
6 VAR VARIABLE VAR
R/W LNE
SIDEWALK
00
S= 2.00%
7.
A
b: '4
A-�A CR ROCK AS REQ r
D
CEMENT CONCRETE
DRIVEWAY 6" THICK.
DRIVEWAY CROSS SECTION
2,1911,114.4c".0040T C.100.4— . _80 006 ". " ,
, 6,
4
TYPE 'C' BLOCK
TYPE 'C' REFLECTOR BLOCK
0
/,,--STEEL TUBE HANDRAIL
SEE DETAIL BELOW
/---8: 1 BATTER
T
6 max CLASS 'C' CONCRETE LOW SLUMP
USE UNDER WALK FOR BOND TO ROCK
COMPACTED CLASS 'B' FILL
8" MIN. THICKNESS
------
FILTER r/1ATE R ! AL
BACKFILL
Uj
_j 1/2/3 MAN ROCKS (AS REQ'D)
M 3 POINT BEARING
cr
6gour
5%"
12
Max
NATIVE SOIL
/0
01
of
GROUT
4
ROCKERY DETAIL
-FILL SECTION
TYPE 'A' BLOCK
TYPE 'A' REFLECTOR BLOCK
A a A A 0
SEE ROCKERY SCHEDULE
A
TYPE
124 PRECAST
TRAFFIC CURB BLOCKS
Ao
3 REBAR 'U'
A
4
4
16 GA GALV. STEEL SL FEVE
4"
LLIC
COMPOUND
A
0,4 1--IPR V ILI
POST DETAIL
k--- VA R.----)I:
)6 ro'
12"
2
3" -1;FALTIC CONC, 'LAS' B'
W
Variables
SLOPE= 2.0%
Q1OF -
i- I .
ROADWAY SECTION
2 -10"-
A
ig •
:7 6 Min
J_
•
4"
•
_0UTL F T
PIPE
STEPS
PRECAST !Mom
MANW.)LE
BASE V_
?4'
4 4 - 0"
CATCH BASIN DETAIL
(TYPE 11)
2
Xl,
<Ica
o
af
ASP LT TREATED
M ONC. CURB a GUTTER
1/4" -MINUS CR. ROCK 4"- IY4" MINUS CR ROCK
4" CEM CONC SIDEWALK --
e"4AIRT IRON FOAMF rn\1.,irv%
NO. 5435 OR EQUAL
EXTENSION RING
GRAYSTONE NO CB- 15
OR EQUAL
17"
2 11
IG 33
A
"I,, I -
CATCH BASIN DETAI
(TYPF 1)
GRAYSTOftf NO. CII-15
')R IQUAL
* SEE PLANS FOR DIMEN'SIONS
NO.
-.00
.11111000
lee -
CURB -INLET D ' ETAIL
(TYPE IV)
GRAYSTONE NO, CB-17
OR EQUAL
R--
ROADWAY SURFACE I"BATTER—,
By APPR. DATE
R 6
11•
12
4
41
18 11
CEMENT CONCRETE
N r
CITY OF RE'
ENGINEERING DEF
S.W. GRADY WA Y
STREET IMPROVEMENTS
RAINIER AVE. S. to LIND AVE. S. W.
DIE I E. Shaver DA 12-14-71 FILE
DR WL Dur)can
C H NONE 900K_.__PAr
APPROVED T_ 8__OF 8 As s 21- 11
co