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A PORTION OF THE S.W. 1/4 OF THE S.W. 1!4 OF SEC. 10, TWP. 23 N, Re 5 E, W.M.
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T C�fy 07' Renlfon S/x�// B� Finn/sad
_ W1 i�? Exec&?"eTo
Al
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� .S/O� FLlSement fT� �e
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11 1 XS Jkooe <5e Otto/�eJ
8. 8' Treated timber pool• -
8 J" �
--__rTo—Hal des,pn G 1211 Nuts 12" I 4•• Ancha plat• 1
__- A .ash•. Rail .osne�
(so• note 6 (see note I
(see note 71 } LB (Ise data,''
Anchor cable loos note I) ----- --- -�T_ -- �-
PLAN last NOTES
ola, g mate
(see dotal AI
For anchor :late and anchor cable details, see standar^ plan
S F 2' he. and 2 3/8' hole .lh sld _ '-12)1- Nurs9 .
boll and he. nu1 .11h .on — _ 2" 1 0 ape slw* -- - i waln•r for Type . anchor.
.ashors uno*, boll hood 12 3/8" 0D1 1 _I r (See note 71
and of \ a•_�• 2. Half -inch thick stvrofoam shall be tacked to the four sides
Class 8 concrete 'O
1211 Nuts of the t moer post section embedded in concrete, ^.o faci::tate
wash
ISsenoli 71 giee note 2 a post replacement.
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F.6 Wea6
TJ
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A1: be in
D`+
gilded .ve lab•le
steel _-_ems shall g alvanized accordance with the
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awl .acne•
b« dolatll
I -i Ma 3" Iris
standard specifications.
Anchor plate
T 1 �oorin, Plate
, ties 4000•1 81
Z•-0" lei.
--- —
4,
when welded option is selected, plate connection holes are
Lies note 11
- —
--1211" Nurs 8 wasne,
not required.
(See Note 7)
Wood eroasa.ay Poet
?
'
5/8�.9 v2'bolt. nW eiasner TYPE 4 ANCHOR
tee• detain
S/8*. 7 1/2• bolt, nut B iashor (2 •evulred)
�.
Use Design "G" for tersaina: end.
—31NI TuN
lea* detodl
6.
Outside nut shall be torqued against inside nut a minimum of
A V*Idea onn.cnonnaunn ra,
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I
100-T-TBS. '"his _s to be done so the nuts will not become
loosened an requires two wrenches _ remove.
1i41 1*41 Pt*te n.a %toe•ube
n" Cooctrn too note • I I 1/14" a two
ALTERNATE T.PE 4 ANCHOR 310"91«1 ►lit•
(see Hole
tole• R . . 8 ---
tote .aided toR-
DETAIL A
�1
as
I
5/8• steal plate _I `
- �
3/4ee L—e'
---- _ --,
N � - ItreMe OEINII e �
an
3/4' 0 note:
-- s -- 2 3/8 gi nob .nth '—
is
• 1/4• Steel Plato
old 2" 1 D mot sore?
O _- ✓ f -- --
(2 3/8" 0.01 N D 1 )
— S4S
SOIL PLATE
T S 8 . 6- DE TAIL
01875, ASTM
WOOD BREAKAWAY POST A500 Glade 8
or A501
1
(For Alternate Type 4Anchor onlsl
EL TUBE
BREAKAWAY CABLE TERMINAL DETAIL
Not To Scale
�•w_4c¢6
/T7 4' �.
27 LF
5r761 40C. t'
b
404 s%
CONSTRUCTION NOTES
ORelocate by others
,�2) Relocate, See Water Plans
iD Relocate, Provide Temp Maii Sery e cation
C) Remove, See Storm Drain Plans
Rock ResQ/rn/nq wQ,
See Sht ,'P -
Mee
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Sv�2•
RAIL WASHER
OFTAII
13U LDNGS (Typ.)
A - E
H — 0
Z — AA
F.F. + 2.7'
F.F.2.9'
F.F. + 2,7' —
SCALE: I" = 40e
CONTOUR INTERVAL = 2-
DATUM: CITY OF RENTON
B.M. Found chiseled square at end of southerly gas pump
Island at Standard station at N.W. corner of N.E.
4th St, and Union Ave, Per As -Built Sanitary
Sewer Plan, Drwg. No. 810120 Pg. 2 of 2 dated
1-20-81. Elev. • 4OL08.
�.F. - 0Y
F.F. - 0Y
F.F. - 0.2'
F.F. - OT
LEGEND
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410
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K -
Too Of Wo// E/cV.
G�ou�c E�va•fio�
n0 = �GL4- 2
,109 4
Prov- S,ae•�
NOTES:
1 �e� ArcCi rrcfs `�/o� moo. /�oi-F��y
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F
F.F I + 7.7
-- F.F. + 7.9'
F.F + 7.9'
F.F. + 7.7'
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JOB No. 299-02-863
DESIGNED D.O.
DRAWN
S.L.B. /E.R.
CHECKED
J.W.N.
DATE
Mar,
1987
DATE
OF
PRINT
OF
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