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EXIST.
SEC. 8, T. 2JN, , R. 5E, , W.M.
CITY OF RENTON
239'-0" DECK OVERHANG RECONSTRUCTION AND SIDEWALK (WEST SIDE ONLY)
MEASURED ALONG FACE OF CURB
LUMINAIRE MOUNTED PEDESTRIAN BARRIER
ON RAIL R W RE -MOUNT EXIST. W/ BRIDGE RAILING LUMINAIRE
BK. PAV'T SEAT
�/({���/J /�jj {p LUMINAIRE/ TYPE BP MOUNTED ON RAIL
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n =~�` PIER 2 i 1 --
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GUARDRAIL TO
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BARRIER CONNECTION
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Y Qn
v CONSTRUCTION
+
STA. 5 7;+24.59 QTI
BK. PA VT SEAT ,
0 58+00 59f00
BRIDGE /23
57+00
a,43'47'5
9 „E
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STA. 59+ 63.63
BK. PAV'T SEAT
GENERAL NOTES
1. ALL MATERIALS 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 2012 AND AMENDMENTS.
2. THE DECK OVERHANG RECONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE
WITH THE FIFTH EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
2010.
J. CONCRETE FOR THE BRIDGE DECK OVERHANG SHALL BE CLASS 4000D,
CONCRETE FOR BARRIER SHALL BE CLASS 4000.
4. REINFORCING STEEL SHALL CONFORM TO ASTM A706 OR AASHTO M31 (ASTM
A615).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAB/CITY OF THE
STRUCTURE DURING CONSTRUCTION. TEMPORARY SUPPORTS AND FALSEWORK
SHALL BE GRADUALLY RELEASED TO PREVENT IMPACT OR UNDUE STRESSES IN
THE STRUCTURE.
6. SEE BRIDGE AS -CONSTRUCTED PLANS FOR ADDITIONAL BRIDGE DETAILS.
7. ALL DIMENSIONS SHOWN ARE MEASURED HORIZONTALLY OR VERTICALLY UN
NOTED OTHERWISE.
8. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED
FROM THE FACE OF THE CONCRETE TO THE FACE OF REINFORCING BAR SHALL
BE 2" AT ALL LOCATIONS.
9. UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS SHALL BE AS
FOLLOWS.
114BAR=2 0
- - 115BAR=2 0"
r-�
% �-BNSF RR RIW NE HOUSER WAY - - #6 BAR 2 ,- 6 „
�#7 BAR = 2'-0
- 6
TRACKS Mr #8 BAR = 3'-3"
{ #9 BAR = 4'-2"
' # 10 BAR = 5-3"
PLAN 20' 0' 20' 40' # 1 1 BAR = 6'- 6 "
SCALE IN FEET
CTION
;E ZONE
ULA
RAILROAD TEMPORARY CONSTRUCTION CLEARANCE
DIAGRAM
LOOKING SOUTHEAST ALONG TRACKS
ELEVATIONS ARE AT LEFT EDGE OF BRIDGE AND ARE APPROXIMATE
CONSTRUCTION iE CURVE DATA
DELTA RADIUS LENGTH
26° 25' 59" 716.20' 330.41
rn
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rr.�a��r. nrrrrn. �
(DIAGRAMMATIC)
Q�
co W
# BAR
= 21-0"
115 BAR =
2'-
6 "
#6� BAR
= 3'-0"
#70 BAR =
3'-9"
sW DENOTES EPDXY COATED BARS.
DATUM
N.A.V.D. 88
SURVEYED: JFS i , J. j :; DRAWING NO. 4.01
DRAWN BY: XYW ��4�og ,r�, ,s ML CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796
DESIGN BY: XYW Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
FED AID NO. CM-1070(007)
CHECK BY: SJW HanmiGlobal Partner a
10230 NE Points Drive APPR E FOR CONSTRUCTION BRIDGE LAYOUT - DECK OVERHANG RECONSTRUCTION DATE: June. 2013
Suite 400 45633 10 �'
PROJ MGR: LBM IGrklsnd Tsshi*n UM v ORAL spa
Phone: (425) 822-440 �1 SHEET NO. 14 OF 44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX: wnx.otak.com (425) .com 77 IpNA 4y atr 1 BY: DATE:
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