HomeMy WebLinkAbout13-1.6TRA
100' —0"
100,-0"
IL —NEW PAVING
•
FABRIC•
• • - BINDER
- -CN
MEMO -- i1
NO
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FABRIC TO -A
L2-1/2" — 4"
REMAIN 2'-0"
ASPHALT CONCRETE
INSIDE THE
PAVEMENT (EXISTING)
PAVEMENT
EDGE (TYP.)
2" — 12"
AGGREGATE BASE
(EXISTING)
6" PCC PAVEMENT
(EXISTING)
NEW ASPHALT
CONCRETE
OVERLAY
TYPICAL RUNWAY SECTION
STA. 22+20 TO STA. 53+83
NOT TO SCALE
0
00
N
N
Fa--
U)
MILL EXISTING
ASPHALT CONCRETE
FOR BUTT JOINT.
TACK COAT SURFACE
PRIOR TO PAVING. -�
PAVI N G
FABRIC
0
N
N
N
H
U)
ASPHALT
CONCRETE
SECTION LOOKING EAST
AT RUNWAY CENTERLINE
STA. 22+20 TO STA. 22+80
NOT TO SCALE
ASPHALT CONCRETE
TRANSITION (PROPOSED)
1_3757. N
12' —0"
TAPERED
MILLING
WIDTH
MILL EXISTING ASPHALT CONCRETE—/
FOR BUTT JOINT WHERE NEW ASPHALT
OVERLAY TRANSITION MEETS EXISTING
PAVEMENT. TACK COAT SURFACE
PRIOR TO PAVING.
N
MATCH
EXISTING
GRADE
EXISTING
PAVEMENT
SURFACE
TYPICAL SECTION
MILLING AND TRANSITION
RAMP ON EXISTING TAXIWAYS
NOT TO SCALE
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Architecture
Engineering
Planning
Interiors
215 Columbia
Seattle , WA
98104-1551
(206)682-1133
FAX 621-8782
PAVEMENT
CONSULTANTS
INC.
RENTON
MUNICIPAL
AIRPORT
RUNWAY PAVEMENT
IMPROVEMENTS
A.I.P. # 3-53-0055-08
AS BUILT
Dote 418193 By J. MARTIN
No. Date By Revision
RUNWAY
SECTION &
PAVING
DETAILS
Sheet No. C-5
Project No. 54290.09
Date 6-1992
Drawn P.H.A. Checked JJ M
Scale AS SHOWN Binding Order