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PLAN
360.0(
1 11
340.0(
9
330.00
320.00
310.00
PVI STA: 1+14.99
PVI ELEV: 330.16
K. 2103.97
1 VC• 17A 9n
PN STA 3+15.00
PM ELEV: 33200
K: 95.27
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PROFILE A
SCALE AS SHOWN P1
J OW TEW 7Tw
350.00
340.00 tf
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3W•w W
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310.00
LESEND
PONDEROSA ROAD
_310—DW
NG 10' CCNIOUR (SEF Rff&EIV6r 1)
— — — — — — —
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OWRNEAD E1F0UC
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HARNE17-DO098
LIMITS OF DISTURBANCE
C-11
6
Co
CULVERT
DI -11
m
W
DC -11
DRAINAGE CHANNEL
r
AGGREGATE SURFACING
REFERENCES
1. TOPOGRAPHY FROM NCDOT LIDAR SURVEY.
2 PROPERTY BOUNDARIES FROM FIELD SURVEY DATED DECEMBER 21,
2015 PERFORMED BY SURVEYING SOLUTIONS, P.C.
0 40'
80' 120'
LQ
o
-8
o
u
II
1Q-
II
Cn
Cn
i
i
2
4%
-1.
7%
'
c
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N
41.78 M
ao
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.
PM ELEV
33.00
LVC: 79
HIGH P1 STA;
2
DI
VEWAY CULVERT
C-11 (18'!)
HIGH PT ELEV33266
164.4
/Lim
/liffl
ACCESS ROAD
PROFILE A
SCALE AS SHOWN P1
J OW TEW 7Tw
350.00
340.00 tf
Zv
O
3W•w W
320.00
310.00
LESEND
PONDEROSA ROAD
_310—DW
NG 10' CCNIOUR (SEF Rff&EIV6r 1)
— — — — — — —
M71NG 2' CONTOUR
— — — —
Pm&Tr BOUNDARY (SFE REFS var 2)
—: :—
saAawrsEMElr
PROJECT N0:
OWRNEAD E1F0UC
—a a—
UIIDERGROUND GAS
— — —
STREAM (APPROMA7E)
—LLL
DIVERSION CHANNEL
—•••—•••—
SILT FENCE
HARNE17-DO098
LIMITS OF DISTURBANCE
C-11
6
Pi
CULVERT
DI -11
DROP INLET
DC -11
DRAINAGE CHANNEL
r
AGGREGATE SURFACING
REFERENCES
1. TOPOGRAPHY FROM NCDOT LIDAR SURVEY.
2 PROPERTY BOUNDARIES FROM FIELD SURVEY DATED DECEMBER 21,
2015 PERFORMED BY SURVEYING SOLUTIONS, P.C.
0 40'
80' 120'
30'
20'
10'
0
0 0 80
11.
III■
PREPARED FOR:
HARNETT COUNTY
LILLINGTON
NORTH CAROLINA
PREPARED BY:
NC LIC. NO. C-08 [ENGINEERING)
S M ITH+
6ARDNER
ENGINEERS
14 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577
REV. I DATE I DESCRIPTION
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PROJECT TITLE:
PONDEROSA ROAD
CONVENIENCE CENTER AND PA
PHASE)
EROSION AND SEDIMENTATIO
CONTROL DRAWINGS
DRAWING TITLE:
ACCESS ROAD
PLAN AND PROFILE
DESIGNED:
PROJECT N0:
P.K.S.
HARNETT-PN 1
DRAWN:
SCALE:
C.T.J.
AS SHOWN
APPROVED:
�5
DATE:
JAN. 2016
FILENAME:
HARNE17-DO098
SHEET NUMBER
DRAWING NUMBER:
6
Pi