HomeMy WebLinkAbout13-1-51.7-i
40'
20,
I
4" CRUSHED STONE
4" BANKRUN GRAVEL
MAX.
TAXIWAY "M"
CROSS SECTION DETAIL
_
40'
2 0-- --
-
�i
S MAX•
I
,
0. V. M/N• — / % MAX. ! 0. 5 % M//V. MAX X. i
s
••
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G < C a n /J
•.
.•
4
-/2"
E 2" ASPHALTic
CO/VCf?ETE /-�MIVG CLASS
"B" /2�+
L— 4" CRUSHED
STONE
---
9" BANKRUN
GRAVE[_
TAXIWAY "N"
CROSS SECTION DETAIL
TAXIWAY "F"
CROSS SECTION DETAI L
20'
of MAX•
I
% MIN. — / . MAX X.
0.5 50-a MI/V. — / V. MAX
ww
, .
No - � r c °ram
e
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r
_-
-12"
,2" A,SPNAL.TIC CONCRETE PAVIAA C•-ASS "B "
12" BANKRUN GRAVES
TAXIWAY ACCESS
(BETWEEN TAXIINAYIF 11F11 B 11N11)
CROSS SECT ON DETAIL
6 `/®MAX_
6� MAX_
_ 0.5%MIN. —
/moo MAX.
0.5% MIN. — /% MAX.
1 S%MAX•
` r
I a ° r . .
°`!.'tee°r•'� e I o`' '.
--
r r
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° o rye ' _
CONCRETE /:AV/NG CLA55 "®"
2" ASPHALTIC
4-- CRU.5HED
STONE
-9 " BANKRUN
GRAVEL
MAX
4
1-0
TAXIWAY ACCESS
(BETWEEN TAXIWAYS "M11 a 11F11)
CROSS SECTION DETAIL
I % MAX. 0.5% MIN. — / 3o MAX.
2" ASPHALTIC CONCRETE PAVING CLASS "B"
4" CRUSHED STONE
G" BANKRUN GRAVE,i
1200,
TAXIWAY "E" & "H"
CROSS SECTION DETAIL
ul
Q
- rem 9 •^ O <i -• ��.
/2"
6" YELLOW TAXIWAY STRIPE
RUNWAY i
EXISTING 340" ✓VIDE WHITE
C,EIV T.c R,E U ON RUN WAY 9--'
TAXIWAY STRIPING DETAIL
N:Y'.�—
•y GO
1 0
Vbo eOf � . � � i�
L 4" ASP FlLT H IC PAVING CLASS SS -B"
A
G" CRUSHED ROCK
— I9" BANItRUN GRAVEL
TAXIWAY "All
I/ 2 S EC TiON DETAIL
,EXISTING SHOULDER
3i MAX.
PROJECT SIGN DETAI
SCALE: 3/4" = I•
•3 6"
2 32" 2"
O
IRON FRAME OLYMPIC FDRY
5.435 or E9uiv. Grouf in Place.
D)
i G 6 r 6r•
I� I
•� v;a ` t: I I O
p _ - ' •• N
PRECAST CONCRETE INLET (TYPE IV)
NOT TO SCALE
J
Q
H
W
0
/3 Im �i�►51
J0e NO. 1-311-001-793
ICHECKED
DESIGNED PSA
AS BUILT DRAWING
DRAWN JHD
As built information is from records
furnished by the contractor. SEA does
not accept liability for accuracy of
information generated by others.
Date 21 /j/y 80
DATE 17 JULY 1979
70F I I SHEETS