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APPLICATION AND DOCUMENTS
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APPLICATION AND DOCUMENTS CCII/tlr�" /\ 64s \�--J
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\CHURCH OFFICE AND ADDITION
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RELOCATE SEPTIC CLEANOUT AND LATERAL
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31 PROPOSED DEESE
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FIRST FLOOR DOOR I \ \ '
FIF EILEV: 645.59'
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OCTOBER 9 201
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BEGIN CG-2
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............
BEYOND CONCRETE
.......... VDOT CG-9D ASPHALT DRAINAGE CHANNEL -File#
.. ..................
COMMERCIAL ENTRANCE
P -of Supervisors
....... ...........
T SEA
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........ 0 ....... Date
.... .......... -------
D
R25.0 (-o41nd
....................... DESIGNED BY:
...........
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P . 0 ...... Jws
R25.0
.. ..... 640
— — — — — — — — — — — — — — — DRAWN BY:
EC13
CHECKED BY:
.8'
. - - --1 5.0 GRAPHIC- SCALE GWC
......_90.00' GRAPHIC
...... SCALE:
% ? j ..... ... ...
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..... .. . . . . . . . . .
. . . . . . 2 gO
5
�71 1 1" 10'
. ....... DATE:
r 771
"7
45.9 @ ROW JUNE 13, 2014
0
L1.0 10
IS61-53'14"W
(IN FEET) PROJECT NUMBER:
V 125.05'
1 inch= 10ft.
T7
LIMITS OF DISTURBANCE 70.0 C1 411 7C-01
2' WIDE CONCRETE V-DITCH
6
N24-20"1"W
43'�l
EARLYSVILLE ROAD (S TO CONVEY RUNORF ACROSS
ENTRANCE. 4" DEEIP C3.0
Elev.=63'.82'
— — — — — — — — — — — — —