HomeMy WebLinkAboutT-230803MATCH EXISTING
REMOVAL &
REHABILITATION PLAN
TYPICAL RECONSTRUCTION SECTION
N.T.S
MATCH EXISTING
CONSTRUCTION NOTES
Ot 2" ASPHALT CONCRETE CLASS B
O2 3" ASPHALT CONCRETE CLASS E
O3 6" CRUSHED SURFACING TOP COURSE
O 7" CRUSHED SURFACING BASE COURSE
O5 COMPACTED SUBGRADE AS REQUIRED
(max. 18" Gravel Borrow)
O
S4WCUT
2" ASPHALT CLASS B OVERLAY AC CL 8
O7 PRELEVEL
GRIND &
OVFRI AY PI AN
OVERLAY
m
29.0
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MATCH EXISTING
REMOVAL &
REHABILITATION PLAN
TYPICAL RECONSTRUCTION SECTION
N.T.S
MATCH EXISTING
CONSTRUCTION NOTES
Ot 2" ASPHALT CONCRETE CLASS B
O2 3" ASPHALT CONCRETE CLASS E
O3 6" CRUSHED SURFACING TOP COURSE
O 7" CRUSHED SURFACING BASE COURSE
O5 COMPACTED SUBGRADE AS REQUIRED
(max. 18" Gravel Borrow)
O
S4WCUT
2" ASPHALT CLASS B OVERLAY AC CL 8
O7 PRELEVEL
GRIND &
OVFRI AY PI AN
OVERLAY
Pol
N
a
29.0
0
IF
I
GRIND
MATCH TO EXISTING
28.0
MATCH TO EXISTING
Z
27.0
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MATCH EXISTING
REMOVAL &
REHABILITATION PLAN
TYPICAL RECONSTRUCTION SECTION
N.T.S
MATCH EXISTING
CONSTRUCTION NOTES
Ot 2" ASPHALT CONCRETE CLASS B
O2 3" ASPHALT CONCRETE CLASS E
O3 6" CRUSHED SURFACING TOP COURSE
O 7" CRUSHED SURFACING BASE COURSE
O5 COMPACTED SUBGRADE AS REQUIRED
(max. 18" Gravel Borrow)
O
S4WCUT
2" ASPHALT CLASS B OVERLAY AC CL 8
O7 PRELEVEL
GRIND &
OVFRI AY PI AN
CRUSHED ROCK OR CDF AC. CL E
SECTION A -A 9 STA 1 +00
RECONSTRUMN
1101 PRELEVEL CL B WHERE DIRECTED
TYPICAL OVERLAY SECTION
N.T.S
(NOTES- THE SEC77ON 8EXEN STA 0 +00 TO STA 2 +20 IS A CROWNED SEC710N)
-
OVERLAY
Pol
N
a
GRIND 2' IN 10'
200' VC
PVl 3 +28.78
ELEV 29.11
w
W
0.5% _- -- --_ 0.5 X
IF
I
GRIND
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MATCH TO EXISTING
VgRI...
f �
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CRUSHED ROCK OR CDF AC. CL E
SECTION A -A 9 STA 1 +00
RECONSTRUMN
1101 PRELEVEL CL B WHERE DIRECTED
TYPICAL OVERLAY SECTION
N.T.S
(NOTES- THE SEC77ON 8EXEN STA 0 +00 TO STA 2 +20 IS A CROWNED SEC710N)
-
OVERLAY
Pol
N
a
200' VC
PVl 3 +28.78
ELEV 29.11
w
W
0.5% _- -- --_ 0.5 X
2"
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2 +00
RECONSTRUCTION
100' Ac
PV` 5 +7o
ELEV 279
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20' GRIND
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PROPOSED CENTERLINE SCALE. V.- 1:1
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