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RIP RAP DISSIPATER #1
RIP
BUILDING SETBACK LINE W(THTING FILT R BRCLASS C" UN[
��25' LANDSCAPE BUFFERTO REMAIN AS A AL 10 W X 8 LTO REMAI
( \ s \ \ \ LOT 1081
EXISTING)
1P APRON
I \ \
4.
C62�
I �25 BUILDING SETBACK LINE \
I I \ \ AMENITIES CENTER TRACT
82,961.50 SF
o I I \ \ \ \ 1.9045 `ACRE
\WOODED AREA TO REMAIN NATURAL
OR
v I. ` \ \ \ \ \ \\ - ANDERSON CREEK ACADEMY
0'F I \ \ \ \ \ \ NOTE: \ `~� PHASE 7, SECTION 1
I\ I1 \ NEW TREELINE \ \ INSTALL EXCELSIOR MATTING WITH \
\ \ \ \ SEEDING ON ALL FILL SLOPES \ \ \ �� BK 3458 PG 0486
\ \ WITHIN 7 DAYS OF FIRST \ \
_ rriI \ i \ \ \ \ \ `\ \ \DISTURBANCE LOT 1082
\ \ \ TEMP. SILT FENCE WITH ROCK OUTLETS
EXISTING TREELINE
N!.M
PIPE 21
i
'IPE 19\
C819
L PIPE 'l 8
C818
EXISTING 6" WATER MAIN
PIPE 17/
O
CB17
oPp
NEW CATCH
\ I BASIN
\ ( \ \ \ \ PIPE 49-C+/
,oE'p \ \ \ PROPOSED CONTOURS \ �---/PIPE 50
\ l 3
iLl
\ ��v I ( \ JB49C p
PROPERTY BOUNDARY \ \ \ \ \ \ C2 4.)
\ NEW CATC \
BASIN
\ \ \ \ \ \ \ \ \ 1 \ \- PIPE 49-B
\ \ CB49A
4i
NOTE:
CB49 NEW ASPHALT PARKING AND STORM DRAINAGE TO
SECTION CONNECT
2 PROJECT.TO THE TURE ANDERSON CREEK ACADEMY
PIPE 49-A \
\ � CB48
ANDERSON CREEK ACADEMY
PHASE 7, SECTION 2 \ \ \ \ IPE 48
(FUTURE)
ANDERSON CREEK PARTNERS, L.P. \ \
DB 1346 PG 98-108 \ \
LAND USE: LOW DENSITY RESIDENTIAL \ \
ouble
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150 S. Page Street . Southern Pines, NC 28387 .(910) 684-8646 .Cert. No. P-1275
VDERSON CREEK ACADEMY
PHASE 7, SECTION 2
(FUTURE)
ANDERSON CREEK PARTNERS, L.P.
DB 1346 PG 98-108
LAND USE: LOW DENSITY RESIDENTIAL
PIPE
NUMBER
INCH
AREA
. PAVED C
ACRE
AREA
GRASS C
ACRE
INTENSITYBASIN
(IN/HR)
I FLOW
CFS)
PREY.
F OW
PIP CFS
TOTAL
(CFS)
48
15
0.082
0.90
0.00
0.30
7.92
0.6
0.0
0.6
49-A
15
0.124
0.90
0.00
0.30
7.92
0.9
0.0
0.9
49-B
15
0.00
0.90
0.00
0.30
7.92
0.0
1.5
1.5
49-C
15
0.0942
0.90
0.00
0.30
7.92
0.7
0.0
0.7
50
18
0.082
0.90
0.00
0.30
7.92
0.0
2.2
2.2
17
18
0.06
0.90
0.06
0.30
7.92
0.57
0.0
0.57
18
18
0.05
0.90
0.16
0.30
7.92
0.74
2.77
3.51
19
18
0.015
0.90
0.15
0.30
7.92
0.14
3.51
3.65
20
18
0.03
0.90
0.51
0.30
7.92
1.43
3.65
5.08
21
18
0.05
0.90
0.00
0.30
7.92
0.36
5.08
5.43
RIP RAP
DISSIPATER
WIDTH
LENGTH
3*D-o
THICKNESS
RIP RAP
CLASS
1
10'
8'
4.5'
18"
B
CATCH
PIPE
PIPE
% SLOPE
BASIN
SIZE
RIM
INVERT
NO.
STATION
ELEV.
ELEV.
CB48
9+00
258.44'
255.44'
CB49
9+00
258.44'
255.33'
CB49A
9+08.28
258.52'
255.33'
CB498
7+92.14
250.69'
248.17'
JB49C
7+92.14
250.00'
248.04'
PIPE
PIPE
PIPE
% SLOPE
NO.
SIZE
LENGTH
INSTALL NEW STORM DRAINAGE AND INLET
P48
15"
21.00'
0.50%
P49A
15"
23.40'
0.50%
P49
15"
105.50'
6.90%
P49B
15"
24.80'
0.50%
P50
18"
104.00'
6.74%
NOTE:
PIPES 17, 18, 19, 20, 21 AND 50 ARE EXISTING AND BUILT
AS PART OF THE ACADEMY PHASE 7, SECTION 1
TD
X x
D
LEGEND
TEMP RIP RAP DISSIPATER PAD
TEMP SEDIMENT TRAP
TEMP DIVERSION DITCH
TEMP SILT FENCE WITH OUTLET
TEMP INLET PROTECTION
TOTAL DISTURBED AREA = 0.709 ACRES
SCALE: 1" = 20'
Q. 0 10' 20' 40'
.
SITE PARTICULAR CONSTRUCTION SEQUENCE
1.
CONTRACTOR SHALL
INSTALL SILT FENCE AND ROCK OUTLETS.
2.
CONTRACTOR SHALL
INSTALL NEW STORM DRAINAGE AND INLET
PROTECTION.
HARNETT COUNTY, NORTH CAROLINA
3.
CONTRACTOR SHALL
GRADE SITE INSTALL STONE BEDDING,
ASPHALT PAVEMENT
,
AND CONCRETE SIDEWALKS.
4.
CONTRACTOR SHALL
INSTALL EXCELSIOR MATTING ON ALL CUT
SHEET NO.
AND FILL SLOPES
5.
CONTRACTOR SHALL
REMOVE SILT FENCE AND SEE AND MULCH
REMAINING DISTURBED AREAS.
TOTAL DISTURBED AREA = 0.709 ACRES
SCALE: 1" = 20'
Q. 0 10' 20' 40'
.
ANDERSON CREEK CLUB
GRADING AND EROSION CONTROL
DEC/2016
°A�
• s
THE ACADEMY AMENITIES CENTER
PLAN
INS `,�
O
'
HARNETT COUNTY, NORTH CAROLINA
PRELIMINARY
SH 3
Z'
Z' �
,��'
FOR REVIEW ONLY
- __-
SHEET NO.