20140942 Ver 1_FINAL PLAN AND ELEV_20140905

12' 0"
TOB....�
EL.-G.86
CL
30' 0" ROW 30' 0" ROW
I
27' 0" 27' 0"
15' 0" 12' 0" 10' 0" 17' 0"
EL.-I.32 EL. -0.66 /EL. 0.00
o
EL.-7.86
PROPOSED
TOE &
ROW
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TOB
... . .
.. .. N
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TOE &
R0W�i
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yl
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15' 0"
-,-
Ln I ............. :TOB
�" ELo -7086
� �8" PSNC =
3' 0" GAS MAIN
CONDITION
,o
rn �
TOE &
ROW
1 �
1
8" PSNC
GAS \MAIN
JOB
T.O.B
J I V I
i
RT.
3 "
,� TOE &
' , ROW
�O
�► l
D
�" PSNC GAS MAIN
PSNC ADVISED GAS LINE
13 FEET BELOW THE
SHOULER ELEVATION
ROADWAY DESIGN I HYDRAULIC
ENGINEER ENGINEER
22'-6"
in
I
1 N
I
---------
_
ELo -7.14 12' 3"
END VIEW INLET HEADWALL
1.11
22' -611
12' 3"
END VIEW OUTLET HEADWALL
NOTES
- Designed to meet or exceed HL -93
loading with a minum fill of V -4" and
max fill of 4' -0" not including paving
structure. Design for surcharge @
headwalls.
- 1Ea. 54' -0" of (12' -3" span X 4' -5"
rise) Aluminum Bos Culvert w/ full
aluminum invert
- 2 Ea. 21' -3" wide fully welded
aluminum structural plate headwalls.
PROPOSED COND T ON WAKE COUNTY_
OPTIMIST ROAD. (SR 1390)