HomeMy WebLinkAboutT-26928DANCHOR BOLT - THREADED BOLT WITH NOTE: USE A TYMPLATE TO LOCATE AND SECURE
2 WR5HE¢S AMP 4 HEAVY HEX NUTS (TYP.1 BOLT$ IN PLATO DURIN+ FOUNDAP.CN
. NRTAi [AGH EN^ 9 fPG✓P N!YF INSTALLATIO4, FOR PETA. 5, SEE
° %POSEP ANLNC& HOGT NO Po O° N.IN ANCHOR PLATE bE A11 1115 51!FET BATE ELEVATION 15 SHOWN 0.4 CANTILEVER
SEE EGUNCAYION ABLE FOR ANCHOR DCGi 91A. �ANP SIGN BRIDGE SECYIPNS.
AND ANCHOR BPLi LENGTH. Q 6CN STRUCTURE SEC SHTS $NU O O9 TC SNP O08
1 ! FOA5HEP GROLNO LINE VAPID%
+++111!!! I SEE SITYS SNP 0-05 TO 3A'P -0-00
0
-CA p GF ONF (LLNDAiiON
I -I MAY 8E PL AL P EAOI SIGN AROUND .Sf.REEN
C` POST RRCNN9 RARE. SE'•
burro IS P, PCRARILY
6PPPP RTEP IN PLACE � "SCREEN DETAIL
(' • - t �� -- -^ A5 (-OFF 9HEEi5 .SMU 0 L id
A�VA -L f SNU OOH FOR EXISTING
. MILE ANCHOR K ULYAIL f RCLNP LINE.
1 C✓NSTRUCPO4 JOLVT W'/ �r
KOUfiHE NFP Si1RFpf.E
CA
FINISHED
ESN✓ �, GROUNO LINE
CCNPBIi. FOR DETAILS
SEiRAL `E`POI.Y104 SEE It' PLANS
3. __ PETgt ON SYEE TNP G f6
LO
4- ILZ,
L-4',5F1RA1
NG E4
FOR SPIRAL 512E
MAY PE
FIELD BEN, /
45• fiYP.j�
1
W x
4
Y u4� 4
9 Rf 2E AS
+T SEE CAT
DETAIL. FOR "H AT
A
VIEW
SHOULDER
FOUNDATION FOR
15
SRI d So
2,
kT*H l 141fT (H
r
Rc404 rN•
NOTES:
>R'1
L FOR 51GN BRIGGS
AND CANTILE4Ef SIGN FOUNDATION ELEVATIONS.
I
vi£ SHTS 5HD-0
-05 t0 5HJ -0 -0B.
Y'
t'�F.
dA0"
9
A5 TCTALJ
SEE 5NEE15 $ND
-C-21, 5ND -0-22 A 5NIO -23 FOR
iL 5
R1
RICH S19U6IDRE
PETAP5L
J4=
3. FOR 551 & 55 2
OPTSIDE SHOULDER FOUNDATIONS,
O
"IY IS MEASURED
AY CENTER OF SHAFT.
,e xi1
4. SPIRAL SIZE WILL
62 04 FCR AGN 69POE SHAFT POVNCA.TIGN9
AMP 05 FOR CANTILEVER
SHAFT FOUNDATION,
SEE SPIRAL TERMINATION./ TYPICAL ELEVATION
DETAIL ON 5HEEY 5.140-0-16 eRUSE CONCRETE CLASS 4000W WHEN WATER
16 PRESENT IN THE EXCAVATION.
f POST
I
"PE.1/4• HOLE 1 ! '- -(GA.LVAMZIK'G
FOR 'CP J/ NOT REPUIREP,I
ANCHOR 1, 1
ANCHOR fP DETAIL
AT 5NOULp,EK MOUNT
SEE SHEEF SNP -0 -22 FOR ANCHOR BO'_T PA. ^.ERN
AT BARRIER MOLNF
.uwx
P. GUENTHER '-
PACIGGE: I ''524
RFC -3B
FOUNOATION TA5LE fOK a1&N 6.KOCE5 A.NO CANTLIEVEK -'GN 51 Kf1C LIKE5
EVERY OTHER
MATLXE
N MdER
I
I
/CR3k
C 4
tiVMVEt (d'
nNCnLR %b
A4 .kkti
D Oii
I
kT*H l 141fT (H
r
Rc404 rN•
4..
>R'1
O
(TYi
I
"PE.1/4• HOLE 1 ! '- -(GA.LVAMZIK'G
FOR 'CP J/ NOT REPUIREP,I
ANCHOR 1, 1
ANCHOR fP DETAIL
AT 5NOULp,EK MOUNT
SEE SHEEF SNP -0 -22 FOR ANCHOR BO'_T PA. ^.ERN
AT BARRIER MOLNF
.uwx
P. GUENTHER '-
PACIGGE: I ''524
RFC -3B
FOUNOATION TA5LE fOK a1&N 6.KOCE5 A.NO CANTLIEVEK -'GN 51 Kf1C LIKE5
EVERY OTHER
MATLXE
N MdER
0. AIL?.'
.L:A 1!
/CR3k
C 4
tiVMVEt (d'
nNCnLR %b
A4 .kkti
D Oii
i
f MF ER
kT*H l 141fT (H
r
Rc404 rN•
✓Z X
>R'1
dA0"
9
2G
t
iL 5
R1
D
:T
J4=
C
? 9
O
.T:
°an
,e xi1
11,
?AE11
1 d
-77
dL" dl(Y19
9
XJ
L
('I lE tl1 PI
4'
i'
4
P
9
M
2 14
R C,
F
f
r
,TC-
S R.0 U
9
N^
BYCI CE
T
O D CVLa
h'
4
J ti ALF EN111- v
7
&
N'
11,
VED
C
Y1
ON, c, 'Il NO W IT,Ta PAT
oNo A
J3 Y
t 1 °vLwuR
<h
12
'h
-y
:S5
sP1.
<J
6
5
f0
�^:1*
2 E rM,'. P R
4-
vl
14"
3,
•A'
9
T
y
- EP
f'dbY
`f
CV +' L C_
9 O
I
2 "_
4 6
2 14
i�
°rSYL.PC
SC
Pd
TGP OF BASE
PRIU AND TAP W° PTA,
CAPSCREW AST. P595
WJ55 WA3NER
,SPA. AT AYOIlf 9'CTRS.�
HELPED .--Y. LLOTIi
h" x Ur" SG.. WRAP AROUND
BASE 2 WI Y .I N. LAP,
ALTERNATE 135° HOOKS
EVERY OTHER
BAR-\
TERMINATION
DETAIL,
ETA(L, 5EE 5NDO16
D
ob
°an
=w
h
ul
CONSY. l -y..
OINTJ
SPIRAL Y-. -- .YION I
Cry. AO, OFF SHEET 5NP O 16 k
GAT' DETAIL FOR OUT50
SHOULDER FOUNDATION
FOR 513-1 & 55 -2
.MIL
Washington State
tment of Transportation
POST
SCREEN DETAIL
SEE CARLE
STEEL CON UIT-
FLAN
ANCHOR 0OLYS NOT SHOWN
1 -405
1 -5 TO SR 159
STAGE 2 -WIDENING
AND SR 515 INTERCHANGE
MONOTUBE SIGN STRUCTURE
FOUNDATION DETAILS M OF 7
NOR OIT
TOP OF
FOUNDATION
U CPAOIEF
�e'IR5 ®ICY'
--E5] AS
YP.j
iC'A4
(TYP)
5t d
Ti+�
STEEL CON UIT-
FLAN
ANCHOR 0OLYS NOT SHOWN
1 -405
1 -5 TO SR 159
STAGE 2 -WIDENING
AND SR 515 INTERCHANGE
MONOTUBE SIGN STRUCTURE
FOUNDATION DETAILS M OF 7
NOR OIT
TOP OF
FOUNDATION
U CPAOIEF
�e'IR5 ®ICY'
--E5] AS
YP.j
iC'A4
(TYP)
5t d
Ti+�