HomeMy WebLinkAboutSWP2703426.33T
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POST FOR WARNING LIGHTS
SEE TRAFFIC SYSTEM SHEETS
SPAN LENGTH (L)
SEE DIMENSION TABLE
6"0 HANDHOLE @ NIPPLE LOCATION(TYP.)*
8' MIN.
CENTER OVER 10' LANE
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
S—LINE
N
I V \l l\ I[ I LJ L/ \ I V I -J 11 V YVI V
SOUTH BEAM SIMILAR
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
PAVEMENT-- 4 �
y L i A
43717
1 ,512-j°l
APPROVED FOR CONSTRUCTION
CITY OF RENTON
� POST
6"0 HANDHOLE
SEE ST05 FOR NEMA 3R
TERMINAL CABINET DETAILS
—HANDHOLE
ELEV.
BOT. OF FOOTING ELEVATION
SEE DIMENSION TABLE
�ONC�r rr
'AVEIv
;URFP
LEGEND
1"
CURB FACE DETAIL
EXISTING 16" WATER LINE
EAST SIDE OF STRUCTURES
B IDENTIFIES VIEW OR DETAIL
STO::TAKEN
OR SHOWN ON DRAWING ST01
B
TAKEN OR SHOWN ON THE SAME SHEET
1 /'�" MID1-nnnl FICn
SECTION
GENERAL NOTES:
2
3.
m
5.
6.
7.
I
10
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.
ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACKUP
PLATES OF 1/" MIN. THICKNESS.
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.
ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION
PER AASHTO M232.
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.
FABRICATE POSTS STRAIGHT
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 9
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.
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.
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.
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.
D:= 342621
DIMENSION TABLE * CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE
LOCATION
COLUMN LOCATION
SOFFIT
ELEV.
BOTTOM OF
FTG. ELEV.
BOTTOM OF
BASE I 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
35.56'
22.94'
27.73'
5.79'
2.13'
*1.93'
*5.87'
9.00'
30.00'
SURVEYED:
DESIGNED: SCALE: N.T.S.
S.TU
DRAWN:
/8 Y. JIANG
CHECKED: ONE INCH
DATE K. LINTS AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR R. MEYER
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
.. CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
RAINIER AVE S (SR 167) DAIL:
IMPROVEMENTS PROJECT FIELDBOOK:
PHASE 1 PAGE:
SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
SACRIFICIAL BEAM ST01
PLAN, ELEVATION AND SECTION I SHEET: 21 OF:48
ID'I - 2171314�26