HomeMy WebLinkAboutR-342621r I
POST
rB TYP.
ST05 LN
SPAN LENGTH L
SEE DIMENSION TABLE
�6"0 HANDHOLE @ NIPPLE LOCATION(TYP.)**
8' MIN.
FOR WARNING LIGHTS CENTER EVER 10'-LANE POST
SEE TRAFFIC SYSTEM SHEETS RI (TYP.)H 6"0 HANDHOLE
�O6SEE ST05 FOR N EM A 3R
TERMINAL CABINET DETAILS
SOFFIT ELEVATION
SEE DIMENSION TABLI
HSS 16" X 16" X 1 /2" (TYP.)
ERECT VERTICAL f Y4" @
BEAM (TYP BOTH LEGS)
HSS 16" X 16" X 1 /2" (TYP.) oo
C (TYP.) HORIZONTAL OFFSET VARIES
ST05 / SEE DIMENSION TABLE
l BOT. OF BASE
l PLATE ELEV. 2�
I
4,— 0"
MIN
m
¢
�
�
O
a
d
U
m
� C
�
C
Cn
w
m
o
Of
m
c�
z
LEI
z
0
U)
Uj
Q
I
O
Cn
z
d
of
I?
C
O
a
ME
01
a
C
P
C;
a
fn
'--W12-301
CENTER OVER 10' LANE
SEE DWG SG02 FOR DETAILS
1;" NIPPLE AT BACK OF BEAM @ SIGN
(AS REQUIRED)(TYP.) *
S—LINE PAINT APPROACH SIDE
AND BACKSIDE ALTERNATING
BLACK AND YELLOW COLOR
1' WIDE @ 45'
2� �—
PROFILE GRADE
& PIVOT POINT
SACRIFICIAL BEAM ELEVATION
* CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION.
NO FIELD WELDING & DRILLING SHALL BE PERMITTED.
** HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6" FROM
ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE DWG ST07
HSS POST
TAPER F]IM_ A
TAPER DIM. B
(SOUTH SIDE)
PLAN
NORTH BEAM SHOWN
SOUTH BEAM SIMILAR
DMJM HARRIS I AENCOM
10900 NE 9TH STREET, SUrTE 750
BELLEWE, WASHINOTON 98004
PFIONE: (425) 454.6800 FAX: (425)454022D
CONCRETE
PAVEMENT
CI
S—LINE
ASPHALT
PAVEMENT
APPROVED FOR CONSTRUCTION
CITY OF RENTON
LEVEL (TYP.)
w
m
z
0
_(n
.-. z
ui
w
ow
a. w
T � W
Cn
.1
HANDHOLE
4'
MINIMUM
BOT. OF FOOTING ELEVATION
SEE DIMENSION TABLE
�ONUnrTr
PAVED
SURFA
LEGEND
1"
CURB FACE DETAIL
BOT. OF
BASE PLATE
ELEV.
Ir �
EXISTING 16" WATER LINE
EAST SIDE OF STRUCTURES
9STO
IDENTIFIES VIEW OR DETAIL
:TAKEN OR SHOWN ON DRAWING ST01
rff"'�
TAKEN OR SHOWN ON THE SAME SHEET
9 /riff DI)E-hA i nc-n
SECTION
GENERAL NOTES:
1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2008 AND AMENDMENTS.
2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACKUP
PLATES OF '/" MIN. THICKNESS.
3. THE BACK—UP PLATES FOR ALL FULL PENETRATION WELDS SHALL BE WELDED
CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS
FILLET WELD ON THE BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT
OF THE FULL PENETRATION WELD.
4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION
PER AASHTO M232.
5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH
THE SPECIAL PROVISIONS.
6. FABRICATE POSTS STRAIGHT
7. MATERIALS SPECIFICATIONS:
CAST —IN —PLACE CONCRETE IN THE SHAFTS SHALL BE 4000P EXCEPT AS NOTED
ALL OTHER CAST —IN —PLACE CONCRETE SHALL BE CLASS 4000
REINFORCING BARS SHALL CONFORM TO ASSHTO M31 GRADE 60
SPRING STEEL SHALL BE HARD ROLLED AND SHALL CONFORM TO AISI—C1075
TEFLON WASHERS SHALL CONFORM TO ASTM D3294-03, 21 A
ALL STRUCTURAL STEEL ASTM A 572 GR. 50 OR ASTM A 588
EXCEPT AS OTHERWISE NOTED
ANCHOR RODS ASTM F 1554 GR. 105
HANDHOLE COVER SCREWS ASTM F 593 GR. 1
SPLICE BOLTS AASHTO M 164
SIGN BRACKET BOLTS ASTM A 307
MOUNTING BEAM BOLTS AASHTO M 164
COVER PLATES ASTM A36
HSS (FY = 46 KSI) ASTM A500—GRADE B
8. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE
DIMENSIONS PRIOR TO THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE FURNISHED BY THE ENGINEER
PRIOR TO FABRICATION.
9. POSTS, BASE PLATES, BEAMS AND SPLICE PLATES ARE MAIN LOAD CARRYING TENSILE
MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL MEET THE
LONGITUDINAL CHARPY V—NOTCH TESTS AS DESCRIBED IN SECTION 6-03.2 FOR AASHTO
M 270 MATERIAL. NON—DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM TO
TENSILE MEMBERS WITH CYCLIC LOAD.
10. REFER TO TRAFFIC SYSTEM AND LIGHTING PLANS FOR INTERNAL ROUTING OF THE
CONDUCTORS. CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE
STRUCTURE. SEE NEMA 3R TERMINAL CABINET DETAIL ON DWG ST05.
11. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE
FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE 2 1 /2"
AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT
THE BOTTOM OF FOOTINGS, 2" AT TOP OF FOOTINGS AND FACE OF PIER WALLS, AND 1
1 /2" AT ALL OTHER LOCATIONS.
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
DIMENSION TA B L E * CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE
LOCATION
COLUMN LOCATION
SOFFIT
ELEV.
BOTTOM OF
FTG. ELEV.
BOTTOM OF
BASE T ELEV.
TAPER
DIM. A
TAPER
DIM. B
TAPER
DIM. A
TAPER
DIM. B
H
L
LEFT
RIGHT
WEST
EAST
SACRIFICIAL BEAM SOUTH
S—LINE STA 100+72.59, 13.5' LT
S—LINE STA 100+77.45, 13.5' RT
36.05'
23.46'
28.22
4.28'
2.83'
*2.84'
*4.28'
9.00'
27.43'
SACRIFICIAL BEAM NORTH
S—LINE STA 101+14.63, 13.5' LT
S—LINE STA 101+27.29, 13.5' RT
1 35.56'
1 22.94'
1 27.73'
1 5.79'
2.13'
1 *1.93'
*5.87'
1 9.00'
1 30.00'
DATE
SURD:
DESIGNED:
S.TU
N.T.S.
ONE NlCH
AT FULL stJl F
F NOT ONE INCH
SCALE ACCORDINGLY
DRAWN:
Y. JIANG
CHECKED:
K. LINTS
APPRQNE@
R. MEYER
NO.
REVISION
BY
DATE
APPR
vVmCAli NAVD 1988
HOR}ICNTAL• NAD 1983/1
DATU Y
wtr CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
RAINIER AVE S (SR 167) ""
IMPROVEMENTS PROJECT FIELDBOM
PHASE 1 PAGE
SHATTUCK AVE S STORMWATER BYPASS DPAWNG NO:
SACRIFICIAL BEAM ST01
PLAN, ELEVATION AND SECTIONSHEET: ni
An"UmmH