20190225 Ver 2_10. C-9 Details (2)_20210326

5 '5 '
5 '5 '
Alta Engineering SE, PLLC
| altago.com | NC License #P-1301919-484-8448
111 E Chapel Hill Street, Suite 100 | Durham, NC 27701
C-9
TYPICAL SECTION NO. 1
GRADE
POINT
GRADE TO THIS LINE
0.02
CJ2
0.02
T T
CL
2:1 MAXVAR SEE X-SECTI
ONS2:1 MAX
VAR SEE X-SECTIONS 2:1 MAXVAR SEE X-SECTI
ONSSEPERATOR FABRIC
USE TYPICAL SECTION NO. 1:
-L1- STA. 23+35.75 TO STA. 26+82.70
-L1- STA. 22+40.00 TO STA. 23+35.75
-L1- STA. 11+07.38 TO STA. 21+50.00
'2 '2
TYPICAL SECTION NO. 2
GRADE
POINT
GRADE TO THIS LINE
0.02
CJ2
0.02
T T
CL
2:1 MAX
VAR SEE X-SECTIONS 2:1 MAXVAR SEE X-SECTI
ONSSEPERATOR FABRIC
USE TYPICAL SECTION NO. 2:
'2 '2
-L1- STA. 21+50.00 TO STA. 22+40.00
48" UNDERCUT WITH CLASS IV SUBGRADE STABILIZATION
J1 J1
J1 J1
2' GRANITE SCREENINGS SHOULDER MATCHES THE CROSS SLOPE OF TRAIL.1)
NOTES:$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

ENGINEER
PAVEMENT SCHEDULE
PROP. 6" AGGREGATE BASE COURSE
C
EARTH MATERIALT
NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1.
S
AVERAGE RATE OF 110 LBS PER SQ. YD. IN EACH OF TWO LAYERS
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF 9.5A, AT AN
PER CITY STD DWG NO. 300.08
PROP. 4" CONCRETE SIDEWALK
J1
J2
PROP. 2" GRANITE SCREENINGS