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,
Q BOLTED _ (SEE 5H7 5ND403 - SNO G G6) L BOLTED
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t�N q (OFF TABLE)
MMNTE.NAN(.f WALKW. {y (TyF,)
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BASE _ B ALL ACCESS MONS,
2LEV. IT ^R'X "B` RETANGL'LAR TUBE
("1 00,N LEGS) ERECT POST
VERTICAL ♦P IL 6 4 BEAM
(TYP BOTH LPCi5)
FOR FOUNDATION, AT MEDIAN
FEE ZHE£T 5060 -17
& SND -O -16
I-6 a HAND HOLE
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nvIPL.E 0
h m '.... A '... 9
YME IBS REOUIRED)R
R
TI
CONDUIT LOCATIONS. PRIOR TO
SYOAr,oN 3C ( YPE SI Ma)
'
VIBRATION PAMPER EQUAL
S5 BS
APPR6 BY EWANPER.17E WONT
R. ON
NC FIELp WELDING 5 DRIP,
BACK OF BEAM OPFOSRE TRAFFIC
TRAFFIC
'
5
.E PERMITTED.
gfiSE
P
RECi 05Y5 9EY A
ELEY.
MONOTUBE
516N BRIDGE
E-FOR FOUNDATION
SEE 5HT END, IS
6 ICGO -:S
STRUCTURE ELEVATION
R DESIGN BUILDER TO VERIFY NIPPLE
h m '.... A '... 9
LOCATION TO MATCH VMS 5160
R
TI
CONDUIT LOCATIONS. PRIOR TO
Ya
5EE DETAIL
SIGN STRUCTURE FABRICATION.
S5 BS
1 L4 11m
NC FIELp WELDING 5 DRIP,
SEE DEYgt
"B
5
.E PERMITTED.
0- 2
P
RECi 05Y5 9EY A
P'
YT
I al i" YRANSVERSE
•'N'HANI HOLE IS ONLY REOUIRED
2
- -- L1` TO 4 ROWY, FROM YFRitL'A:.
''T�
IF HIPPIE LOCATION IS GREATER jam—
j��'+ AT fL BEAM.
THAN P6" FROM ANOTHER HAND jj'�f
V,
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GENERAL NOTES
L ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REWUWRIAFHTS
OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANOAKO
SPECIFICA710N5 FOR ROAD, BRIDGE A.ND ML'NICPAL CONSTRUCTION (ENGLISH] DATED
2006 AND AMENDMENTS AND SPECIAL PRWi510N5 FOR THE PROJECP.
2. ALL BUTT JOINT, WE'LD'S SHALL BE FUEL PENETRATION GROOVE WELDS WITH BATWUP
PIATCS OF I MIN. TIIICKNE55
3, THE MACK UP PATES FOR AL FULL PENETRATION WELDS SHALL BE WELDED
CONTINUOUSLY TO THE JOINED PIFCFS. THIS CAN BE DONE BY EITHER A
C'ONTINUOU5 FILLET WELD 0.V THE BACK SIDE OF THE PIECF, OR BY P. CONTINUOUS
WELD IN THE ROOT OF THE FULL PENETRATION WELL.
4. ALL COLTS. POPE AND RELATED MARDWARE SHALL BE GALVANIZER AFTER FABRICATION
PER AP.5HT0 M 232.
5, STEEL SURFACES SHALL BE GALVAMZED AFTER FABRICATION IN ALC'ORSANCE WITH
AA5HT0 M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED M ACCORDANCE
WITH THE SPECIAL PROVISIONS.
6. SIGN PANFLS AS SHOWN IN THE CONTRACT rLAN9 SHALL BE HUTq LED WITH THE
Z. S. RUCTU'RE OR IMMEDIATELY AFTER THE 516.4 STRUCTURE IS ERECTED.
7, FABRICATE BEAM TO PROVIDE 6M001E PARABOLIC CAMBER CURVE. SEE CAMBER
DiAERAM. DO NOT &HIM AT BOLTED SPUCES,
B. FABRICATE TO'S'S CTRAIGHT.
9. MATERIALS SPEECIFICATIO.NS
ALL STRUCTURAL STEEL ASTM AB72 GR. 50 BR
AS FM A 506
ANCHOR RO0E ASTM F 15Y 6R. 105
HANDHOL£ COVER SCREWS ASTM F 59R 19.1
SPICE COLTS AASMTO MIN
516N BRACKET BOLTS ASTM ASR)
MOUNTING BFAM BOLTS AASHTO M164
LOVER PLATES ASTM A36
ANCHOR PLATE, A709 HP670W
10. BASE ELEVAT @NS AND P05T Fc GYTS SHOWN ARC APPROXIMATE. THE DE616N- 5UILDER SHALL FIELD
MEASURE ANCHOR B0.' COCA *IONS, ELEVATIONS N51
AND ALL STEEL STRUC JRF JIMEON5 PRIOR
TO THE FABRICATON OF THE STRVY,TJRAL STEEL AND NOTIFY THE ENGINEER OF ANY
015CREPANOE5. FINAL VALUES WILL BE FURNISHED gY THE 1NtlM1FF9 PRIOR TO FABRISARON,
1L SEE MONOTUB_ SIGN STRUCTURE DETAILS 2 0. ' AND (3 OF _) ION 60N'DUIT
PEN TRA IONS AND HAND POLES. REFER -0 ELECTRICAL PLANS FOR INTERNAL
ROU XG OF CONDUCTORS CONDUIT CONOJC.ORS SHALL .40T BE AFFACHED TO THE
OUT 10c OF THE SLOW STRUCTURE. ISOU'ION SWITCH SMALL BC LOCATED NEAR
THE SHOULDER OF ROADWAY ON THE SAME SLOE OF THE BEAM AS THE SONS.
5EE .4EMA 3R TERMINAL CABINET DE'YAIL ON SHFET GNP-0-22.
12. P05T5. BASE PLATES. BUMS AND SPLICE PLATES ARE ,MAIN LOAD CARRYING TENSUC MEMBERS
OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND Sirnt MEET THE LONGITUDINAL CHARPY
V -NOTCH PEEPS AS DESCR!BEO IN SECTION 6 -032 FOR AASITYO M TWO MATE.¢IAL,
NON -0ESTRUCTIVE TEST ACCEPTAN.`,E CRITERIA TO CONFORM TO TENSILE MEMOERS WITH
CYCLIC f0AR
1.5, THE 515N STRUCTURE DESIGN AND ANALYSIS HAS BEEN DONE IN ACCORDANCE WITH AASHTO
5TANDARD SPECIFICATIONS FOR STRUCroTAL SUPPORTS FOR H) HWAY SONS. LUMINAIRES
AND TRAFFIC 51GW L5 FOURTH H COL ON PAT ED 2001 AND INTERIMS OPTEO 2006,
90 MPH BASK WIND SPEED AND SV YEAR DESIGN UPS WERE ASSUMED THE STRUCTURE
CONFORMS TO FATIGUE DE51GN CATEGORY 1.
M. MAXIMUM bUCI AREA FOR CANT. 5100 STRUCTURE 15 252 SF EXCEPT FOR CANTLFVF.R SIGN
C -3 WHICH 10 293 5F MAXIMUM SIGN AREA FOR 516N BRIDGES IS 600 IF EXCEPT FOR 516.4
BRIDGES 55 1 AND 5P-2 WHICH D 950 SE
15. FOR MONOTJBE SIGN BRIDGES T4 & T5 AT 5PLICE AI WILL BE 2' & %` RECPEC IVELY.
16. FOR SIGN BRIDGE POSTS MOUNTED 00 BARRIER, SEE SNP-0-22 FOR SASE PLATE DETAIL,
17 SEE INV 0- -15 FOR ANCHOR BOLT DIAMETER.
m �u SPLICE PLM1 TES
NOKMAL TO BFAM PARR 0. CURVE RETAHG JLAR 108E - -- .n < -_ -_ i gnpq�LAMBER 095 CHAMBER
a
MDSE XORIZONTAL — `
Ill.
T tT
+ NoRlzoNrA
5EE D. AI' Iti� -FOR hOLN✓P'lON 'u PAN LENGTH 5 )a
111 2 5EE -..r PLO O 15
L 7 & CND-O-1. ft POST _ SPAN LENGTH- `9
CANTILEVER SIGN STRUCTURE ELEVATION
MIGN
MANAGER:
J. MUMN
R GGENMER
CANTILEVER BEAM CAMBER DIAGRAM
MONOTUBE BEAM CAMBER DIAGRAM
Nalli n/2 fAn- .`.�L -en Ntte lS h.
Sss MYCK
h m '.... A '... 9
R
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51 52 59 .A
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GENERAL NOTES
L ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REWUWRIAFHTS
OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANOAKO
SPECIFICA710N5 FOR ROAD, BRIDGE A.ND ML'NICPAL CONSTRUCTION (ENGLISH] DATED
2006 AND AMENDMENTS AND SPECIAL PRWi510N5 FOR THE PROJECP.
2. ALL BUTT JOINT, WE'LD'S SHALL BE FUEL PENETRATION GROOVE WELDS WITH BATWUP
PIATCS OF I MIN. TIIICKNE55
3, THE MACK UP PATES FOR AL FULL PENETRATION WELDS SHALL BE WELDED
CONTINUOUSLY TO THE JOINED PIFCFS. THIS CAN BE DONE BY EITHER A
C'ONTINUOU5 FILLET WELD 0.V THE BACK SIDE OF THE PIECF, OR BY P. CONTINUOUS
WELD IN THE ROOT OF THE FULL PENETRATION WELL.
4. ALL COLTS. POPE AND RELATED MARDWARE SHALL BE GALVANIZER AFTER FABRICATION
PER AP.5HT0 M 232.
5, STEEL SURFACES SHALL BE GALVAMZED AFTER FABRICATION IN ALC'ORSANCE WITH
AA5HT0 M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED M ACCORDANCE
WITH THE SPECIAL PROVISIONS.
6. SIGN PANFLS AS SHOWN IN THE CONTRACT rLAN9 SHALL BE HUTq LED WITH THE
Z. S. RUCTU'RE OR IMMEDIATELY AFTER THE 516.4 STRUCTURE IS ERECTED.
7, FABRICATE BEAM TO PROVIDE 6M001E PARABOLIC CAMBER CURVE. SEE CAMBER
DiAERAM. DO NOT &HIM AT BOLTED SPUCES,
B. FABRICATE TO'S'S CTRAIGHT.
9. MATERIALS SPEECIFICATIO.NS
ALL STRUCTURAL STEEL ASTM AB72 GR. 50 BR
AS FM A 506
ANCHOR RO0E ASTM F 15Y 6R. 105
HANDHOL£ COVER SCREWS ASTM F 59R 19.1
SPICE COLTS AASMTO MIN
516N BRACKET BOLTS ASTM ASR)
MOUNTING BFAM BOLTS AASHTO M164
LOVER PLATES ASTM A36
ANCHOR PLATE, A709 HP670W
10. BASE ELEVAT @NS AND P05T Fc GYTS SHOWN ARC APPROXIMATE. THE DE616N- 5UILDER SHALL FIELD
MEASURE ANCHOR B0.' COCA *IONS, ELEVATIONS N51
AND ALL STEEL STRUC JRF JIMEON5 PRIOR
TO THE FABRICATON OF THE STRVY,TJRAL STEEL AND NOTIFY THE ENGINEER OF ANY
015CREPANOE5. FINAL VALUES WILL BE FURNISHED gY THE 1NtlM1FF9 PRIOR TO FABRISARON,
1L SEE MONOTUB_ SIGN STRUCTURE DETAILS 2 0. ' AND (3 OF _) ION 60N'DUIT
PEN TRA IONS AND HAND POLES. REFER -0 ELECTRICAL PLANS FOR INTERNAL
ROU XG OF CONDUCTORS CONDUIT CONOJC.ORS SHALL .40T BE AFFACHED TO THE
OUT 10c OF THE SLOW STRUCTURE. ISOU'ION SWITCH SMALL BC LOCATED NEAR
THE SHOULDER OF ROADWAY ON THE SAME SLOE OF THE BEAM AS THE SONS.
5EE .4EMA 3R TERMINAL CABINET DE'YAIL ON SHFET GNP-0-22.
12. P05T5. BASE PLATES. BUMS AND SPLICE PLATES ARE ,MAIN LOAD CARRYING TENSUC MEMBERS
OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND Sirnt MEET THE LONGITUDINAL CHARPY
V -NOTCH PEEPS AS DESCR!BEO IN SECTION 6 -032 FOR AASITYO M TWO MATE.¢IAL,
NON -0ESTRUCTIVE TEST ACCEPTAN.`,E CRITERIA TO CONFORM TO TENSILE MEMOERS WITH
CYCLIC f0AR
1.5, THE 515N STRUCTURE DESIGN AND ANALYSIS HAS BEEN DONE IN ACCORDANCE WITH AASHTO
5TANDARD SPECIFICATIONS FOR STRUCroTAL SUPPORTS FOR H) HWAY SONS. LUMINAIRES
AND TRAFFIC 51GW L5 FOURTH H COL ON PAT ED 2001 AND INTERIMS OPTEO 2006,
90 MPH BASK WIND SPEED AND SV YEAR DESIGN UPS WERE ASSUMED THE STRUCTURE
CONFORMS TO FATIGUE DE51GN CATEGORY 1.
M. MAXIMUM bUCI AREA FOR CANT. 5100 STRUCTURE 15 252 SF EXCEPT FOR CANTLFVF.R SIGN
C -3 WHICH 10 293 5F MAXIMUM SIGN AREA FOR 516N BRIDGES IS 600 IF EXCEPT FOR 516.4
BRIDGES 55 1 AND 5P-2 WHICH D 950 SE
15. FOR MONOTJBE SIGN BRIDGES T4 & T5 AT 5PLICE AI WILL BE 2' & %` RECPEC IVELY.
16. FOR SIGN BRIDGE POSTS MOUNTED 00 BARRIER, SEE SNP-0-22 FOR SASE PLATE DETAIL,
17 SEE INV 0- -15 FOR ANCHOR BOLT DIAMETER.
m �u SPLICE PLM1 TES
NOKMAL TO BFAM PARR 0. CURVE RETAHG JLAR 108E - -- .n < -_ -_ i gnpq�LAMBER 095 CHAMBER
a
MDSE XORIZONTAL — `
Ill.
T tT
+ NoRlzoNrA
5EE D. AI' Iti� -FOR hOLN✓P'lON 'u PAN LENGTH 5 )a
111 2 5EE -..r PLO O 15
L 7 & CND-O-1. ft POST _ SPAN LENGTH- `9
CANTILEVER SIGN STRUCTURE ELEVATION
MIGN
MANAGER:
J. MUMN
R GGENMER
CANTILEVER BEAM CAMBER DIAGRAM
MONOTUBE BEAM CAMBER DIAGRAM