STATE PROJECT NUMBER
standard "L" END OF CHORD TO ` COLUMN ` COLUMN & DRILLED SHAFT chord, typ TRANSVERSE bottom bolted or bolted DIAGONALs DIAGONALS optional welded connection connection only chord to column connection
" BOXED 9 -
' END 3
BOXED ` column END & truss chord
5'-0" top DIAGONALS
6" 2 PANELS @ X'-X" 2 PANELS (MIN) @ 5'-0" 1'-6" "A" MIN 4'-0" PER PANEL 5 PANELS (MAX) @ 5'-0" max 6'-0" per panel sign
plan transverse diagonal BOXED END gusset FRONT DIAGONALS @ COLUMN plate
web boxed "
0 end -
' 5
TYPICAL TRUSS SECTION
THE GENERAL PATTERN SHOWN ABOVE IS TO BE MAINTAINED WHEN ASSEMBLING TRUSSES. "
REAR DIAGONALS chord, typ 0 BOXED END TRANSVERSE - ' @ FREE END DIAGONALs 1 CANTILEVER TRUSS 1'-0" "L" d
r MAX END OF CHORD TO ` COLUMN o
h c
p " o X Y t A " M
"
`
` COLUMN & COLUMN 0
end of sign shown in ) - ' o E DRILLED SHAFT line with end of truss. 5
bottom of sign or bottom t 1 T
end of sign may extend U of dms/catwalk SUPPORT e O
1'-0" beyond or inside t R a end of truss. l E
p VARIES PER SIGN AREA LIMIT C
N e A CAMBER DIAGRAM s ) R a P A
b PREFABRICATE CAMBER INTO THE HORIZONTAL E Y type 1 sign limits
L T SUPPORT PROVIDING AN AMOUNT "Y" AT the ( f C
o
END OF TRUSS as SHOWN. DO NOT RAKE VERTICAL R
H
A column BY ADJUSTMENT OF LEVELING NUTS. G m I E o
H "L" L t
C t
W END OF CHORD TO ` COLUMN 1'-6" o L O b A S MIN
" C O I (
h CAMBER VALUES T
" R R " E A 0
V DIM "Y" (IN) E -
'
L 6 N C I "L" 30' 38'
M L "H" TYPE I DMS TYPE I DMS " A 3 C I -
' 22' 2‚" 3•" 2†" 4„" T HANDHOLE, TYP 19'-0" 8 R 1 DMS ONLY E 24' 2…" 3‡" 2‡" 4•"
V CATWALK
26' 2•" 4„" 3„" 4‡" 8'-0" N I
M 28' 2ƒ" 4•" 3‚" 5‚" MIN
" dms sign limits
3 30' 2‡" 4ƒ" 3•" 5†" " - ' 2,500 lb max dms weight, includes 6 0 -
' dms vertical support members 2 interpolate for values not shown.
high point of pavement below sign/dms catwalk 2 dms values include dl of catwalk. 8
elevation looking at f.f. of truss NO. DATE REVISION BY
STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION cantilever 4-chord truss member table STRUCTURES DESIGN SECTION LEGEND updated: March 2021 standard type i dms maximum maximum transverse dim column chord web boxed end design sign area area SPAN col height diagonal FOR OSS WITH DMS ONLY, PROVIDE HANDHOLES AS SHOWN. DRAWN PLANS 2 2 "A" outer dia. x thk outer dia. x thk w x d x thk w x d x thk truss (FT ) (FT ) "l" "h" w x d x thk SEE "Catwalk details" and "ELECTRICAL DETAILS" SHEETs. BY bos CK'D. BOS 0 0 . 2 i 264 114 30'-0" 30'-0" 1'-3" 20.00" x 0.500" 5.000" x 0.375" L3x3x‚ L3x3x‚ L3x3x‚ FOR OSS WITH DMS ONLY, DRILL HOLE AND TAP FOR (2) 2" SHEET i of viii =
STD. PIPE THREADS. LOCATE BOTTOM HOLE 6" UP FROM TOP 4-chord truss ii 240 114 38'-0" 30'-0" 1'-4•" 24.00" x 0.500" 5.563" x 0.375" L3x3xŠ L3x3x‚ L3x3x‚ OF BOTTOM CHORD AND SPACE VERTICALLY AT 6" C/C. E L
PLACE CONDUIT PLUG IN HOLES THAT ARE NOT USED FOR CANTILEVER A WIRING SIGN PANELS. C S 8" X…"PL
8•" X…"PL
8•" X…"PL WELDED CONNECTION BOLTED OROPTIONAL ` CHORD,TYP TYP
B B
‰ ` chord,typ ‰ POINT WORKING PANEL
POINT WORKING PANEL BOLTS, TYP ƒ" diaHS CONNECTION BOLTED …" PL …" PL CHORD CAPDETAIL ELEVATION TRUSSTOCOLUMN PLAN TRUSSTOCOLUMN
1" 8" X…"PL
m a x . 8•" X•"pl
TYP
BOLTS, TYP ƒ" DIAHS
E C C D D
‰
1 1 DIAGONALS TOP &BOTT. 2 2 DIAGONALS FRONT &REAR POINT WORKING panel POINT WORKING PANEL • "
1'-6"
x COLUMN"ID" ‚" THKPLATE 2•"
E
SEE DETAIL"b"
SEE DETAIL"A" "A" "C" DRILLED SHAFT ` COLUMN&
DRILLED SHAFT ` COLUMN& 2"
5 0 7" X•"PL DETAIL ONSHTIII PLATE STIFFENER (TYP). SEEBASE GRIND WELDSMOOTH - "
' 3" 3 - 9 "
' (PARALLEL TOTRUSS) 4•" X9"•"STIFFENER
STIFFENER (OTHERS) 8•" X9"•" 7" X•"pl PL TOPOFCOL. 3'-2" X•""b" ` column&TRUSS
SECTION C-C 7" X•"PL
(FRONT CHORD)
' 3 TRUSS TOCOLUMNCONNECTIONDATA TOP DIAGONAL OF GRAVITY ANGLE CENTER STANDARD DESIGN TYPE (LOOKING [email protected] @FRONTCHORD) ii i 8•" X•"PL 1‚
" ‰
L 7"x4"…" 8•" X•"PL BOTTom chord L7"x4"x…" SECTION B-B OF GRAVITY ANGLE CENTER BOTT. DIAGONAL L 3"x3"x"THK"
1'-4•"
…" PL 1'-3"
"A"
2
@
2
• SECTION E-E " 1• "
2'-9" 2'-6" "B"
1 ‰ • 1'-1‚" " 3 SPA@3•" 6‚"\ 4 SPA@3"
TYP.
"C" top chord 8•" X•"PL L7"x4"x…" TO COLUMN CENTER OFGRAVITY ` PANEL/ANGLE ‰ 1'-6" SECTION D-D (BACK CHORD)
TOP CHORD
DETAIL "A"
' 3 CONNECTION PLATE TRUSS TOCOLUMN •" THK.BOTTOM 1ƒ" 7" X•"pl
` chord OF GRAVITY ANGLE CENTER 1" 2 ‚ " 2 ‚ " 1" LEGEND TYPE 2ONLY,TYP OPPOSITESIDE 7" X9"•"STIFFENER STDDESIGN UNIT CANBEGALVANIZED INONEPIECE. WELDED CONNECTIONS MAYBEUSEDIF BOXED END@SUPPORT TRANSVERSE DIAGONAL
8•" X•"pl 7" X•"PL OF GRAVITY ANGLE CENTER •" STIFFENER(TYP.) CHORD, TYP 1 100% PT 2 100% PT TYP. ‚ ‚
‚ 60° END VIEWTRUSSTOCOLUMN
1
‚ " 2 @ DETAIL "B"
PL TOPOFCOL. 3'-2" X•""b"
NO. 2
• (WEB MEMBERSNOTSHOWN) CANT. connection updated: " 4-chord truss
DATE 1• " 8ƒ" M IN 1• STRUCTURES DESIGNSECTION DETAILS 1 " DEPARTMENT OFTRANSPORTATION STATE OFWISCONSIN 9 " 9 " STATE PROJECTNUMBER T Y P T Y P 2 @ 2 • " 1• " standard CENTER OFGRAVITY ` PANEL/ANGLE REVISION
march2021 BY DRAWN OF GRAVITY ABOUT ANGLECENTER GUSSET PLSYMMETRIC ` COLUMN&TRUSS PL, HOLE@CTR 3'-2" X•""b" MISS WELD CHAMFER TO ‰ bos SHEET CK'D. PLANS 100% PT ii ofviii BOS BY 8 S C A L E = 2 . 2 5 STATE PROJECT NUMBER
standard
ANGLE CENTER ANGLE CENTER ANGLE CENTER OF GRAVITY OF GRAVITY OF GRAVITY
TRANSVERSE DIAGONAL BRACING …" GUSSET PL …" GUSSET PL (IN ANOTHER PLANE) TRANSVERSE DIAGONAL BOXED END BRACING ` COLUMN & DRILLED SHAFT 1•" 1•" MIN COLUMN O.D. MIN ANGLE CENTER ANGLE CENTER OF …" GUSSET PL OF GRAVITY GRAVITY, TYP TYP N • I
WEB WEB M " P N I Y " " T M N M T Y I I N " ‚ P ‚ P M 1 CHORD CHORD 1 CHORD • Y T N I M P
Y FREE END " T
OF CHORD ‚ 1 •" X 6" X 1'-2" 6" ‰ ‰ ‰ ‰ BASE PLATE STIFFENER working point working point working point
t
u
WELDED BOXED END CONNECTION WELDED PANEL CONNECTION WELDED INTERIOR DIAGONAL CONNECTION o r r l g c
TOP OF CAP o " n 3
ANGLE CENTER ANGLE CENTER ANGLE CENTER OF GRAVITY ANCHOR ROD, FOR BOXED END OF GRAVITY OF GRAVITY TRANSVERSE DIAGONAL DETAILS SEE TRANSVERSE DIAGONAL BRACING BRACING "FOUNDATION …" GUSSET PL …" GUSSET PL (IN ANOTHER PLANE) DETAILS" SHEETS 1•" MIN N I M TYP 1•" MIN P
1‚" Y BASE PLATE & COLUMN DETAIL 1‚" " TYP T
TYP ANGLE CENTER • 1•" min, typ ANGLE CENTER OF 1 OF GRAVITY GRAVITY, TYP IN
M …" GUSSET PL WEB WEB " " ‚ ` COLUMN & DRILLED SHAFT 1 P P • Y
Y 1 T
T " CHORD CHORD CHORD 0' 22°3 ƒ TYP N N I
I ` ANCHOR P P M M ROD CIRCLE
Y
FREE END Y •" THICK STIFFENER PLATES " " T OF CHORD T EQUALLY SPACED BETWEEN ƒ ƒ ANCHOR RODS
6" TYP ‚ working point working point working point
ANCHOR RODS EQUALLY SPACED. BOLTED BOXED END CONNECTION BOLTED PANEL CONNECTION BOLTED INTERIOR DIAGONAL CONNECTION BASE PLATE "HOLE", TYP.
` COLUMN NOTE ANGLE DATA SIZE AS ** & TRUSS NEEDED FABRICATOR HAS THE OPTION TO USE NON-MITERED, ANGLE SIZE y ** RECTANGULAR GUSSET PLATES IN LIEU OF MITERED G PLATES SHOWN ON THESE DETAILS. L3x3x‚ 0.836"
‚" L3x3xŠ 0.860"
MEMBER CONNECTION DATA "BC" 3" TYP 100% STANDARD WELD LEG NO. OF ‚ "PC" LENGTH BOLTS RT OR UT DESIGN ANGLE CENTER
TYPE OF GRAVITY " 2
BASE PLATE - '
i 3" MIN 3 100% 1 PLAN y t PT ii 3" MIN 3 W1 SEPARATE OPTIONAL CHAMFER TO 8 SPLICE FROM GUSSET FOR ALL ANGLE TO GUSSET MISS WELD PLATES BY 6" MIN. CONNECTIONS, BOLT SPACING = 2•" ‚ BACK-UP BAR "
" •
CANTILEVER 4-CHORD COLUMN DATA TABLE ƒ NO. DATE REVISION BY
STANDARD STATE OF WISCONSIN BASE PLATE " COLUMN OUTER DEPARTMENT OF TRANSPORTATION DESIGN ƒ" K DIA x THK H " " t T STRUCTURES DESIGN SECTION TYPE W1 "HOLE" "THK" "BC" "PC" OPTIONAL COLUMN OR TYP " 100% 6" i 20.00" x 0.500" Š" 2‚" 2" 2'-2" 2'-8" PT t W1 updated: march 2021 CHORD SPLICE DETAIL ii 24.00" x 0.500" Š" 2‚" 2•" 2'-6" 3'-0" DRAWN PLANS BY bos CK'D. BOS 0
BASE PLATE STIFFENER DETAIL 5 . 1 4-chord truss SHEET iii of viii =
CANT. connection E L A
DETAILS 2 C S STATE PROJECT NUMBER vert. VERT. ƒ" BOLT, TOP boxed BOXED GUSSET 19'-0" MAX TYP. BOXED end END END CHORD standard gusset GUSSET
TRANSVERSE diagonal ƒ" bolt, ƒ" BOLT, ƒ" BOLT, typ. TYP. TYP. TRANSVERSE DIAGONAL gusset X
VERT. A M
VERT. BOXED chord " BOTTOM CHORD BOXED END 0 - BOXED END ' END 6 end view 1 end view 2 end view 3 end view 4 BOTTOM OF DMS
TRANSVERSE "
GUSSET X DIAGONAL 0 A
CHORD - '
TOP WEB M 2
WEB W6x12 DMS/CATWALK SUPPORT, TYP
ƒ" BOLT, GUSSET TRANSVERSE 1'-0" 5'-0" \ 6", TYP. 1'-0" TYP. DIAGONAL MAX OR spa. per manufacturer MAX
1 DMS MOUNTING POST SPACING DETAIL 1 CHORD BOTTOM CHORD POST SPACING MAY BE ADJUSTED AS REQUIRED IF CONFLICT WITH TRUSS IS ENCOUNTERED. ‰ ANGLE WEB
end view 1 end view 2 end view 3 CLIP DETAIL
TRUSS CONNECTION DETAILS
bolted connections shown, number of bolts by design welded connections similar
•" DIA. STAINLESS STEEL U-BOLT WITH 2 LOCK WASHERS AND 2 HEX NUTS PER BOLT. 2 BOLTS REQUIRED B c PER I-BEAM. LOCATE TOP & BOTTOM LOCATE SIGN SUPPORTS U-BOLT ON OPPOSITE SIDE OF AS NEAR AS POSSIBLE ‰" FLANGE. TO CHORD AND DIAGONAL 4"x‚" TOP PLATE INTERSECTION POINTS TOP PLATE TOP PLATE VERTICAL CHORD …" clip BENT BAR PLATE
SIGN u-bolt VERTICAL SIDE PLATE VERTICAL SIDE PLATE alternate d d PLATE PLATE ‚" THK side of BENT BAR vertical i-beam web 4"x‚" plate SIDE PL SIDE PLATE 2"x‚" BENT BAR BOTTOM BOTTOM i-5X3.7 (ALUM.) 4"x3"x‚" 4" PLATE Œ" DIA. TO BE SUPPLIED BOTTOM PL PLATE STD. HOLE TYP WITH SIGN B c w6x12
elevation section b-b section c-c section d-d sign TYPE I CONNECTION CLIP detail 1 PLAN DMS WELDED PLATE CONNECTION DETAILS
TYPICAL SIGN CONNECTION top plate clamp shown dms connection bottom plate clamp similar USE FOR TYPE I AND II SIGNS SEE SIGN PLATE MANUAL A4-7A & A4-7b FOR DETAILS •" stainless bolt assembly W6x12 DMS/CATWALK with lock SUPPORT and hardware washer
horizontal horizontal top boxed top boxed end/web end/web A PLATE CLAMP dms z-bracket 2"x‚" BAR INNER RADIUS detail 2 TOP (provided by dms
BENT TO CHORD DIA + ˆ" " detail 1 manufacturer) P Y • 1 T 3-D VIEW DMS CONNECTION 3" WRAP CHORD IN plate alternating CHORD NOT SHOWN FOR CLARITY alternating clamp TRANSVERSE ˆ" THK RUBBER TRANSVERSE 1•" top
diagonal " diagonal dms P 8 bracing A
dti WASHER, ˆ G
bracing " Y
TYP " vertical •" DIA 1" vertical boxed a325 1•" •" dia boxed end/web bolt a325 P end/web " Y
2 bolt
T NO. DATE REVISION BY chord "
P STATE OF WISCONSIN
Y plate plate • W6x12 DEPARTMENT OF TRANSPORTATION 1 A T W6x12 DMS/CATWALK W6x12 clamp ‡" bottom horizontal clamp DMS/ SUPPORT DMS/CATWALK STRUCTURES DESIGN SECTION bottom horizontal bottom "X" bottom TYP boxed end or web SUPPORT CATWALK boxed end or web SUPPORT updated: april 2021
SECTION THRU TRUSS detail 2 section A-A DRAWN PLANS SECTION THRU TRUSS BY bos CK'D. BOS 0 FOR SIGN CONNECTION CHORD 0 .
OUTER DIA "X" "Y" 2 FOR DMS/CATWALK CONNECTION 4-chord truss SHEET iv of viii aluminum i-5x3.7 i-beams are to be supplied with TYPICAL DMS CONNECTION = 5.000" 9Ž" 10ˆ"
the sign panel E w6x12 supports and hardware are to be supplied cant. connection NEOPRENE, GRADE 45+5, OTHERWISE MEETING L by the contractor. •" stainless bolt, nut, 5.563" 10…" 10†" A
hardware to be supplied by the contractor details 3 C washer and lock washer required, 4 per W6x12. THE REQUIREMENTS OF STD SPEC 506.2.6.1 S STATE PROJECT NUMBER N I standard M DMS/CATWALK CONNECTION, FOR
2" " DETAILS SEE SHEET IV 6" 6
DYNAMIC MESSAGE SIGN, C
CENTER VERTICALLY ON 2 1 1
4-CHORD TRUSS x
6 ‰ 1ƒ" PL •" x 6" 1 W6x12 W
CATWALK 1'-6" MAX " W6x12 6 DMS WIDTH TERMINATION „ "
5'-8" 9 DETAIL 60° - '
4" 1 C ALUM RAILING „
1ƒ" " ‚
SAFETY BRACKET DETAIL SECTION C-C 6 - '
CHAIN 3 SEE DETAIL 1
GALV STEEL 6" CATWALK ‰" GALV STEEL STRAIGHT
" LENGTH CHAIN WITH APPROX 6 -
' 12 LINKS PER FOOT - RATED 3 CATWALK SPLICE WORK LOAD = 700 LB
" 5" 3'-8" BACK RAIL 1ƒ" OD X ‰" ALUM RAILING MIN • 1 WITH …" DIA U-BOLT, WASHERS, & LOCKNUTS LOCATION DETAIL W6x12 " \ " 0 (STAINLESS STEEL). PLACE BACK RAILS AT THE - " ' •
" SAME HEIGHT AS RAILS ON FRONT RAILING AND 2 2 ‚ • RUN FROM START OF CATWALK TO EDGE OF DMS. 2 8
W6x12 DMS/CATWALK SUPPORT, HORIZONTAL TOP HANDRAIL 5'-2" CATWALK TO BE SECURELY SPACING = 5'-0" MAX WHEN SUPPORTING DMS, 1ƒ" O.D. X ‰" W6x12 FASTENED AT EACH SUPPORT HORIZONTAL SPACING = 8'-0" MAX OTHERWISE ALUM RAILING ‰" EYE BOLT (STAINLESS STEEL) RAIL POST DETAIL VERTICAL CLEARANCE MEASURED WITH 2 NUTS & LOCK TO THE BOTTOM OF CATWALK WASHERS EACH
SEE DETAIL 1 " 6 ON THIS SHEET GALV STEEL CATWALK CRATING WITH ANTI-SKID SURFACE AND
TOE & HEEL SIDE PLATES " 0 0 B - 0 ' L 5 2
SECTION THRU WALKWAY SAFETY CHAIN DETAIL NOTE: CATWALK GRATING SHALL MEET THE CURRENT AASHTO "LRFD (PROVIDE SAFETY CHAIN AT EACH END OF THE CATWALK) SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS", (500 LB LIVE LOAD DISTRIBUTED OVER 2'-0" TRANSVERSELY - MAX SPAN IS 8'-0"). CATWALK SHALL 2" 4" ALSO MEET CURRENT OSHA STD'S FOR WALKING-WORKING SURFACES. SHIM 1" TIGHT FIT AS REQ'D FULL PENETRATION FULL STRENGTH SPLICE 1ƒ"
‡" Œ" DIA HOLE FOR •" DIA S.S. ROD ‰" DIA BOLT WITH RAIL MAY BE SPLICED IN THIS AREA ONLY 6" WASHER & LOCKNUT OPTIONAL SQUARE ‰ (STAINLESS STEEL) CORNER (MITERED) " 3" " ‚ •" DIA S.S. ROD 6 • " 1 - ' 3 • BACKRAIL SPLICE " 1
D "
" D " "
ONE SPLICE ALLOWED FOR LENGTHS OVER 30'-0" "
" X " • 9 • IN " 4 • 6 - 4 '
M 0 1 1ƒ" O.D. X‰" 1 ALUM RAILING PL •" x 6" x 10" S.S. WASHERS (STEEL) " Š" ƒ •" DIA S.S. 1
" " THREADED ROD TYP 3 3 " ‰
S.S. WASHERS • 8 - 1" ' TYP 3 W6x12 1" ‰ •" DIA S.S. THREADED ROD DETAIL 1 S.S. LOCK S.S. LOCK NUTS 8 NUTS S.S. NUT
‚ S.S. LOCK NUTS PL •" X 6" X 10" (STEEL) •" •" DIA S.S. ROD S.S. NUTS SEE SHEET TYP "4-chord truss cant. connection details 3" NO. DATE REVISION BY for spacing ‰ 1ƒ" DIA STATE OF WISCONSIN •" DIA S.S. ROD ALUM RAIL DEPARTMENT OF TRANSPORTATION PL •" X 6" POST STRUCTURES DESIGN SECTION X 10" (STEEL) TYPICAL FRONT RAILING DETAILS 1ƒ" DIA ALUM RAIL POST updated: march 2021 ‰ DRAWN PLANS BY bos CK'D. BOS 5 2 . 1 4-chord truss SHEET v of viii =
cant. CATWALK E L A
DETAILS C S STATE PROJECT NUMBER
standard
" 3" 3" ƒ
…" THICK " HEX HEAD BOLT ƒ ‚" X 1" X 20TPI ‚ BAR 1•" X …" X 6" TAP & EQUIPMENT HANDHOLE PIPE THREAD FOR …" DIA. BOLT. GROUNDING CONDUCTORS HANDHOLE 5.000" O.D. x COVER …" THK. FLAT WASHER 0.500" THK PIPE A A …" DIA. BOLT WITH HEX FACTORY WELDED HEAD & WASHER, 4" LONG HOOK TO POLE WELD ELECTRICAL GROUNDING NEMA APPROVED FEED THROUGH COLUMN •" LUG INSIDE POLE OPPOSITE TYPE MECHANICAL CONNECTOR (LUG) HANDHOLE. SEE "GROUNDING AL/CU - U.L. LISTED ` HANDHOLE •" LUG DETAIL" "
1 LOCK WASHER "J" HOOK †" X 2" LONG STOPPER BAR, WELD TO HANDHOLE PIPE NUT
FACTORY WELDED HANDHOLE DETAILS SECTION A-A WALL OPPOSITE HANDHOLE BRACKET TO POLE
GROUNDING LUG DETAIL HANDHOLE NOTES TYPICAL "J" HOOK LOCATION NUT, BOLT AND WASHERS SHALL BE STAINLESS STEEL HANDHOLES SHALL BE LOCATED IN ONE COLUMN OF THE SIGN BRIDGE STRUCTURE IF THE "J" HOOK SHALL BE FACTORY WELDED TO THE INSIDE OF ALL COLUMNS CONTAINING ELECTRICAL ELECTRICALLY OPERATED DEVICES ARE INSTALLED ON/IN THE STRUCTURE. COLUMNS WIRING. THE "J" HOOK SHALL BE ATTACHED ABOVE THE CENTERLINE OF THE UPPER HANDHOLE AND WITH HANDHOLES SHALL BE NEAR THE ELECTRICAL SERVICE. THE CONTRACTOR SHALL MOUNTED DIRECTLY OPPOSITE THE HANDHOLE AS SHOWN IN THE DRAWING. VERIFY THE LOCATION OF THE ELECTRICAL SERVICE ENTRANCE WITH THE REGION TRAFFIC SECTION PRIOR TO FABRICATION OF THE SIGN BRIDGE COLUMNS AND MEMBERS. CONDUIT (AS REQ'D.) SHALL BE LOCATED, PLACED AND SIZED AS SHOWN ON THE ELECTRICAL PLAN DETAIL SHEETS.
UNLESS NOTED OTHERWISE, ALL HANDHOLE ELEMENTS TO BE GALVANIZED PER THE WISDOT STANDARD SPECIFICATIONS.
CHORD, TYP
` COLUMN & TRUSS " 0 - ' 5
2" threaded hole use threaded conduit plug for WRAP PERIMETER OF ANCHOR ROD unused holes 2" ASSEMBLY TWICE AND SECURE TO ANCHOR RODS ANCHOR RODS WITH GALVANIZED
" WIRE AT EACH ANCHOR ROD. 6 8 external "
6 square head TOP OF CAP plan
2"
NO. DATE REVISION BY
STATE OF WISCONSIN external DEPARTMENT OF TRANSPORTATION square head elevation STRUCTURES DESIGN SECTION updated: march 2021
DRAWN PLANS conduit plug details BY bos CK'D. BOS
conduit hole locations 0 0
RODENT SCREEN . 1 4-chord truss SHEET vI of viii =
(ONLY REQ'D. WHEN ELECTRICAL DEVICES ARE INSTALLED) cant. Electrical E L A
DETAILS C S STATE PROJECT NUMBER
standard
3'-9"
12'-0" 1'-10•" 1'-10•"
` COLUMN A ` COLUMN & DRILLED SHAFT
` COLUMN
` COLUMN
S & CAP D 5
A - E
R 3 H T R
L
" OR C
P H
3 C N Y
" A A
T E
2 I D CL C" IR "B C OD A407, TYP R " P X
0 Y A A - A604, TOP '
T A406, TYP A605 P M PLAN
3 , "
" & EACH FACE S
4 6 6
-
- 0 A605, TYP ' ' Q 6 4 4
E TOP ANCHOR ROD A TEMPLATE, ‚" THICK, " 7
2 REMOVE AFTER -
'
2 CONCRETE SET. FINISHED 3" CLR FINISHED GRADE GRADE D " " A 0 E •
- R " '
TOP OF CAP 0 1 1 H 4•" 6 - T A703 8" ' TYP 1 T F A A703 A CONST JT FORMED H
2 BY SURF BEVELED S 14 - A801, TYP EACH 0 KEYWAY 1'x1'x2" 4 D DRILLED SHAFT A " E 8 - 2" DIA. X 3'-10" , L 0 - L A ' I ANCHOR RODS. P " 6 R 1
S TOP: 3 NUTS 0 D
-
AND 2 WASHERS, ' Q H 3
E BOTTOM: 2 NUTS C
A 6 E 1 ` DRILLED P B B Y SHAFT T
" 6" 4
1'-6" 9'-0" 1'-6" THREAD HOLES FOR ANCHOR RODS BOTTOM ANCHOR SIZE = 2ˆ" FOR ANCHOR PLATE, •" THICK 3'-0" DIA ROD TO STICK THRU. 3'-0" DIA 6'-0" 3'-0" DIA ELEVATION STEEL PLATE, SEE SECTION A-A ELEVATION FOR ELEVATION THICKNESS 4" ANCHOR ROD ASSEMBLY DETAILS " C
B SINGLE ASSEMBLY SHOWN " 8 ANCHOR RODS REQ'D PER ASSEMBLY
` ANCHOR ROD CIRCLE ANCHOR PLATE DATA 12'-0"
SPA EQ STD 3" 23 SPA @ 6", A605 3" 14 ANCHOR PLATE/TOP TEMPLATE DIMENSIONS DESIGN TYP TYP PLAN TRUSS "BC" ` DRILLED SHAFT
i 2'-2"
ii 2'-6" A407, TYP
M A402 NOTES O A P T P D 6 " O T S N 0 9 T O ` COLUMN & CENTER ANCHOR ROD ASSEMBLY AND MAKE SURE IT IS
E - 4
' B Q
A DRILLED SHAFT PLUMB. MAINTAIN ANCHOR ROD PROJECTION ABOVE FOOTING
4 8 3
E - A 0 3 AS DETAILED ON PLAN. ANCHOR ROD ASSEMBLY SHALL
4 E 6 0 5 A 7 ` COLUMN & BE RIGIDLY SECURED IN POSITION DURING AND AFTER A DRILLED SHAFT CONCRETE PLACEMENT. DO NOT WELD THE ANCHOR RODS. A801, TYP
3 NO. DATE REVISION BY A801, TYP • C L " R STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION ` COLUMN STRUCTURES DESIGN SECTION
updated: march 2021 PLAN SECTION B-B LEGEND DRAWN PLANS BY bos CK'D. BOS
2 - 2" DIA NONMETALLIC CONDUITS, INSTALL ONLY 7 6
WITH DMS. EXTEND CONDUITS AS SHOWN AND CAP . 1 OR SEAL EACH END WITH A SUITABLE REMOVABLE 4-chord truss SHEET vii of viii =
PLUG. PLACE CONDUITS UNDER COLUMN ADJACENT cant. foundation E
TO THE DMS. CONDUITS INCIDENTAL TO THE L
foundation BID ITEMs. A
details 1 C S STATE PROJECT NUMBER note: standard the first or first two digits of the bar mark signifies the bar size
bill of bars - STANDARD DESIGN type i or ii
bar t no. t bar a length n location mark o req'd. e series c b 3'-5" MIN 1'-5" LAP a801 28 18'-2" DRILLED SHAFT - VERTICAL
a402 34 9'-0" x DRILLED SHAFT - HORIZONTAL
a703 x 6 13'-7" x CAP - LONGITUDINAL - BOTTOM STD 135° a604 x 18 11'-8" CAP - LONGITUDINAL - TOP & SIDES HOOK, TYP " " a605 x 24 15'-10" x CAP - STIRRUP STD 90° 1 - A
'
HOOK, TYP " a406 x 8 4'-7" x CAP - VERTICAL - EACH END 4 STD 90° a407 x 8 3'-11" x CAP - HORIZONTAL - EACH END HOOK, TYP
2'-5" DIA 11'-7" ESTIMATED QUANTITIES - FOUNDATION A605 STD 90° A402 A703 BEND, TYP A406, A407 STEEL ANCHOR FOUNDATION STANDARD CONCRETE STEEL REINFORCEMENT ASSEMBLY DRILLING DESIGN MASONRY REINFORCEMENT HS HS COATED 2-INCH 36" dia. TYPE (CY) (LBS) BAR (LBS) (EACH) (LF) "A" MARK
i/ii 16 1,570 1,100 1 32 A406 3'-11•"
A407 3'-3•" ** quantities are for information only and are based on standard structure dimensions
BAR BENDING DIAGRAMS
NOTE: BAR DIMENSIONS ARE OUT TO OUT OF BAR. THE FIRST OR FIRST TWO DIGITS OF A BAR MARK SIGNIFIES THE BAR SIZE.
8
NO. DATE REVISION BY
STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION STRUCTURES DESIGN SECTION
updated: march 2021
DRAWN PLANS
BY bos CK'D. BOS 0 5 . 0 4-chord truss SHEET viii of viii =
CANT. foundation E L A
details 2 C S