HomeMy WebLinkAboutT-26913D11
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROD. ENGR.
REGIONAL ADM.
5TANPAPP MONOTU5E 5107N 5KI007E5
SPAN
LEGTH
PO5T5 U
®
BEAM A U
�
BEAM 5 U
O
5EAM C
M Q
11511
11J_J11
"All
11511
11T611
!(51,1
11511
„/^„
1T211
l 2)1
„Q,l
licit
17211
11 ,3„
11511
licit
17-2"
CAMBER
60' -011 TO
751_011
30' -011
09 LE35
1' -6"
2' -3"
1/2"
6' -011
2' -311
2' -011
3/81
91 -011 TO
141-011
2' -3"
2' -011
3/8It
30' -0' TO
351-011
2' -3"
2' -011
3/8It
3 3/4"
SPAN
LENGTH
POST BASE Q .
BOLT E0 SPLICE #1
L1 TO L2 ANO L1 TO L3
50LT EO SPLICE *2
L2 TO L3
MAXIMUM
5 /GN AREA
11511
110111
115511
115/`„
ItT311
11T611
!(51,1
11521,
ItS�j,11
,15411
,1'('4,1
ilT511
115111
(!5211
115311
11541!
117-/(,1
ItT511
11
112
60' -0" 1
75,_011
1 3/4"
4
4
2 1/4"
3/4"
6
-
5
-
2"
518'
6
-
5
-
2 1/4"
3/4"
600 5Q. FT.
QU DENOTES MAIN LOAD CARRYING TENSILE MEMBEI:S OC: TENSION COMPONENTS OF FLEXURAL MEMBERS
OTANOARP MONOTU5E CANTILEVER 310N 5TRUCTURE3
SPAN
LENGTH
POSTS U
BEAM A U
O
5EAM 5 O
U
11511
"Hit
"A11
11511
11T111
11/ 111
115,1
,!/',t
11T211
11L211
1IL311
11c1,
1'T2"
CAMBER
201_011 TO
30' -011
301 -011
09 LE33
1_ 11
1 6
i 11
2 -0
11
112
, 11
6 -0
, 11
2 -D
, ,1
2 -D
It
3/8
141 -011 TO
241 -011
, I1
2 -0
, 1t
2 -D
1t
3/8
3 112 it
SPAN
LENGTH
P05T 5A5E
50LTEO SPLICE *1
L1 TO L2 AND L1 TO L3
MAXIMUM
5IGN AREA
11511
11 111
1(55,1
)t5/. l#
,tT211
"T011
115111
1152„
115311
,15411
11t411
„7-511
20' -Q" TO
30' -0"
211
4
4
2"
3/4"
5
3
5
3
2 1/2"
5/8"
252 50. FT.
QU DENOTES MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS
FOP 5APRI EP MOUNT EO MONNT USE 51 ON 57-RUCT UKE5. 5EE 5A5E PLATE OETAI L5 ON SHEET M513A
C:1WorklProjectWis
3:06:10 PM
8/17/2010
dlo
A. DIEDRICH
C. SCHREINER
R. TURPIN
L. HODGSON
D. DYE
1BTJV00021dms022681BTJV0002 DE MS 167 -AB
AS -BUILT
DELETED ROW
IFC
REVISION
n
LEGEND
415 ):TA.KEN IDENTIFIES
SECTION,
VIEW 01:
DETAIL
OR
SHOWN ON
SHEET
15
REGION STATE FED.AID PROJ.NO.
NO.
10 WAS14
JOB NUMBER
716110
MS
11/14/07
RB
CONTRACT NO.
C -7295
LOCATION NO.
1015107
RB
DATE
BY
8
LTAKEN OR SHOWN ON THE SAME SHEET
Ilu
29513
GI S T�� 1
4f I41VAL
P.E. STAMP BOX
OENEKAL NOTES
1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE
WITH THE REQUIREMENTS OF THE WASHINGTON STATE
DEPARTMENT OF TRANSf'OI:TATION STANDARD SPECIFICATIONS
FOR I:OAD, BRIDGE AND MUNICIPAL CONSTRUCTION (ENGLfSH)
DATED 2006 AND AMENDMENTS.
2. ALL BUTT JOINT WEL05 SHALL 5E FULL PENETRATION OKOOVF
W EL05 WITH SACK - -UP PLAT E5 OF W' MIN. T H1 CKNE55.
3. THE SACK -UP PLATES FOR ALL FULL PENETRATION WEL05
5HALL 5E W ELOEO CONTINUOUSLY 7-0 THE J01 NEP PIECES. T H15
CAN BE GONE 5Y EITHER A CONT I NUOU5 FILLET WELD. ON THE
SACK 510E OF THE PIECE, 09 5Y A CONT 1 NUOU5 WELD IN THE
ROOT OF THE FULL PENETRATION WELD.
4. ALL BOLTS, 9005 ANO PELATEO HA90WAKE SHALL 5E GALVANIZED
AFTER FA1391 CAT ION PER AASHT O M 232.
5. 57-EEL 509FACE5 SHALL 5E GALVANIZE0 AFTER FA591CATION IN
ACCORDANCE WITH AASHT 0 M 111. ALL EXTERIOR 37-EEL
5UPFACE5 SHALL 5E PAINTEP IN ACCORDANCE WITH THE SPECIAL
PPOV I SIONS.
6. 51 GN PANELS AS SHOWN IN THE CONTRACT PLANS SHALL 5E
I NOT ALLEO WITH THE 3I ON 5T RUCT USE 09 I MMEOI AT ELY AFTER
THE 5I ON 5T RUCT USE l5 ERECT E0.
7. FA591 CAT E 5EAM TO PPOV I DE SMOOTH PARA50LI C CAMBEP CURVE
FOP 31 ON 59106E5, 5T KAI GHT LINE FOR CANTILEVER 5I ON 5T RUCT UKES.
SEE CAM5EP DIAGRAM. 00 NOT SHIM AT 50LTEO SPLICES.
8. FABRI CAT E POST 5 5T RA1 GHT.
9. MAT ERI AL5 5PEC1 FI CAT IONS:
ALL 5T RUCT URAL ST EEL, EXCEPT AST M A572 GR. 50 09
A5 OT HEPW 15E NOT EP A5T M A 588
ANCHOR 9005 A5T M F 1554 09. 105
HANOHOLE COVER 5CREW5 A5T M F 593 GR. 1
SPLICE 5OLT5 AA5HTO M 164
51 GN B9ACKET BOLT 5 A5T M A 307
MOUNTING 5EAM BOLT 5 AASHT 0 M 164
COVER PLAT E5 A5T M A30
ALL 5HAFT CONCRETE 5HALL 5E CLA55 4000 P EXCEPT 4000 W WHERE NOTED.
ALL OTHER CA5T IN PLACE CONCRETE 5HALL 5E CLA55 4000.
10. BASE ELEVATIONS ANO POST HEIGHTS SHOWN ARE DETERMINED FROM
POAOWAY GEOMETRY. THE OE51 GN /5UI LOER SHALL VERIFY ELEVATIONS
AND ALL STEEL STRUCTURE PIMENOIONS PRIOR TO COMPLETION
OF THE FA5RICATION OF THE STRUCTURAL STEEL AND DOCUMENT
ANY CHANGES.
11. SEE OTHER PLANS FOR CONOUI T PENET RAT IONS ANO HANG
HOLES. REFER TO ELECTRICAL PLANS FOR INTERNAL ROUTING
OF CONOUCTOP 5. CONDUIT CONOUCT095 5HALL NOT BE
ATTACHED TO THE OUTSIDE OF THE SIGN STRUCTURE.
12. P05T 5, 5A5E PLAT E5, BEAMS ANO SPLICE PLAT E5 ARE MAIN LOA O
CARRYING T EN31 LE MEMBEPS OR TENSION COMPONENT 5 OF
FLEXURAL MEM5ER5 ANO 5HALL MEET THE LONGITUDINAL
CHAPPY V -NOTCH T EST 5 A5 0E5CP/8E0 IN SECT ION 6 -03.2 FOR
AASHT O M 270 MATERIAL. NON -DEBT DUCT I V E TEST ACCEPTANCE
CRITERIA SHALL CONFORM TO T EN51 LE MEMBERS WITH CYCLIC LOAD.
1. THE 5I ON 5T RUCTURE OE51 GN AND ANALY313 HA5 BEEN DONE IN
ACCOPOANCE WITH AA5HT O 5T ANDAR0 5PEC1 FI CAT ION5 FOR ST RUCT UPAL
5UPPORT 5 FOR HIGHWAY SIGNS, LUMI NA1 RES AND TRAFFIC 51 GNAL5 -
FOURTH EOI T 10N - OAT EO 2001 AND I NT ERI M5, U51 NO 90 MPH BA51 C WINO
5PEE0 ANO 50 YEAR OE51 GN LIFE. THE FATIGUE OE31 GN OF THE
ST 9UCT URE CONFORMS TO FATIGUE CATEGORY 1 OF THE AASHT 0
5T ANOAR05 5PEC1 FI CAT IONS.
2. THE MAXIMUM 5I ON AREA ON A 5T RUCT URE 5HALL 5E A5 NOT E0.