SW4210901_Plansheet - Grading/Drainage Plan_20211005

PARCEL DATA:
TOTAL ACREAGE: 215.39 AC. +/-
D
R

DEED & PLAT REF: D.B. 3802 PG. 424
E
0
5
6
G
0
6
66
6
0
6
6
D.B. 927 PG. 347
2
D
I
R
D.B. 927 PG. 343
B

H
D.B. 927 PG. 345
C
R
U P.B. 49 PG. 179
B
ALAMANCE PARCEL # 118501,118436,118437,118452
G
ER
RIN
G
ER
M
IL
L R
D
EXISTING ZONING: N/A
EXISTING USE: RESIDENTIAL/AGRICULTURE
PROPOSED USE: RESIDENTIAL
T
E
R
R
Y
S
M
I
TH

T
R
A
IL
0
7,823 +/- LF OF PUBLIC STREETS PROPOSED TOTAL
6
6
PROPOSED LOTS: 98 TOTAL
PHASE 1 LF OF STREET = 3,525 LF
336-904-0207
EDGE OF PAVEMENT
PHASE 1 LOTS = 37
6
9
1
FOR PHASE 1 CONSTRUCTION1
H
#
PHASE 2 LF OF STREET = 2,912
#
747 Park Lawn Court
W
E
E
STA.: 2+00
Kernersville, NC 27284
L
L
Y
PHASE 2 LOTS = 30
A
A
.

8
[e-mail]
W
W
PHASE 3 LF OF STREET= +/- 1,922
7
S
S
Aden R. Stoltzfus, PE C-3812
PHASE 3 LOTS= +/- 31
OHU
ADD MIN. 50' LENGTH OF ABC STONE TO
TERRY SMITH TRAIL FOR
BUILDING SETBACKS:
GG
D
TEMP. CONSTRUCTION ENTRANCE
U
R
H
CONTRACTOR TO PLACE ABC STONE AS NEEDED
A
WW
M
FRONT SETBACK: 30'

STO ENSURE EXISTING TERRY SMITH TRAIL
T
.
SIDE SETBACK: 10'
UE
E
XREMAINS OPEN DURING ALL PHASES OF
SIDE SETBACK ABUTTING A STREET: 25'
CONSTRUCTION TO ADJOINING RESIDENTS
X
REAR YARD SETBACK: 20'
CUL-DE-SAC: 30'
WATERSHED INFORMATION:
THIS PROPERTY IS NOT IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
EDGE OF STONE BASE
FOR PHASE 1 CONSTRUCTION
A PORTION OF THIS PROPERTY IS IN A FEMA REGULATED FLOOPLAIN
STA.: 2+56.70
EROSION CONTROL NOTES: (ALSO SEE DETAIL SHEETS)
EXISITNG 12" SCHED. 40
1.PROPOSED DISTURBED AREA: 6.67 AC
ENCASEMENT FOR
2.THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
SEPTIC SUPPLY LINES
Civil Engineering Consultants
Stoltzfus Engineering Inc.
DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE
ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR FEELS THAT
EX. TEMP. ROCK
ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING
OUTLET W/
DISTURBED
CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL
10' X 20' X 2' EXCAVATED
LIMITS(TYP.)
OF THE CHANGES.
SEDIMENT STORAGE
20' PRIVATE SEWER
3.ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
(TO REMAIN FOR PHASE 2)
LINE ACCESS AND
AND MAINTAINED IN ACCORDANCE WITH THE NCDENR - LAND QUALITY SECTIONS 'EROSION
MAINTENANCE ESMT.
S
T
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.'
W
FOR LOTS 26-31
E
A
4.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES
L
(P.S.L.A.M.E)
R
E
GROUND COVER REQUIREMENTS AS SHOWN ON DETAIL SHEETS.
#
1
5
R
8
5.ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
0
Y
'

P
S
U
M
EX. TEMP. ROCK
B
OUTLET W/
L
I
T
I
10' X 20' X 2' EXCAVATED
P
C
P
H H
SEDIMENT STORAGE
H

R
A
A
(TO REMAIN FOR PHASE 2)

/
S
T
S
W
E
E
R

1
2
A
I
L
DISTURBED
LIMITS(TYP.)
DISTURBED
LIMITS(TYP.)
BEGIN REMOVAL
PHASE 1 SILT FENCE
TEMP. DIVERSION
INV: 640.08
55 LF @ 1.05%
BERM (TYP.)
24" RCP
TEMP. GRAVEL
6 CONST.
-
E
P
I
P
SW
ALE#
35
ENTRANCE SEE
12" STRAW WATTLES
6
DETAIL SHEET C10
TEMP. DIVERSION
5
0
MONITOR AREA TO ENSURE
(TYP.)
BERM (TYP.)
7
NATURAL GRADE DRAINS
PRO
P. 20' PAVE
MENT
-
E
TO SKIMMER BASIN #9
P
6
60I
S
TEMP. DIVERSION BERM
P
W
4
3
#
E
L
A
MAY NEED TO BE EXTENDEDW
S
A
L
6
E
5
SW
ALE#24
#
0
1
7
0
5
3
3
#
E
L
A
BEGIN
0 W
S
3
6
6
0
64
SILT FENCE
S
W
A
L
E
#
3
2
0
6
6
INV: 639.50
0
5 5
2
6#
E
L
A
W
S
SK
IMMER
B
ASIN
#7
TEMP. DIVERSION
6
2
#
E
L
A
BERM (TYP.)
W
S
S
W
BEGIN
A
L
E
#
2
7
SK
IMMER
SILT FENCE
REMOVE EX. SKIMMER #7,
B
ASIN
#8
PHASE 1 SILT FENCE &
PHASE 1 DIVERSION BERMS
DISTURBED
FOR PHASE 2 CONSTRUCTION
12" STRAW WATTLES
LIMITS(TYP.)
KERNODLE LANDING PHASE 2
(TYP.)
P
R
TEMP. DIVERSION
O
MONITOR AREA TO ENSURE
BERM (TYP.)
P
.

NATURAL GRADE DRAINS
2
0
DISTURBED
TO SKIMMER BASIN #9, TEMP.
'

P
LIMITS(TYP.)
A
DIVERSION BERM MAY
V
E
NEED TO
GRADING, DRAINAGE & EROSION CONTROL PLAN
M
BE EXTENDED
E
N
S
S
T
W
W
A
A
L
L
E
E
#
#
4
3
USE INLET PROTTECTION
2
6
AS A DONUT AROUND PIPE INLET
52 LF @ 1.03%
18" RCP
INV: 645.05
3
0
'
D
R
A
I
N
A
G
E
E
S
M
T
.
S
W
INV: 644.52S
A
W T
L
E
A
E
#
L
4
E
R
SILT FENCE1
#
3
R
5
ROCK OUTLET
7
0
Y
'

P
S
U
M
B
L
I
T
I
DISTURBED
C
H
LIMITS(TYP.)

R

.
/
T
T
W
R
M
S
E
A

E
G
I
A
L
POWER POLES
N
I
A
TO BE RELOCATED
R
D
1' BEHIND R/W

'
0
S
3
W
S
W
A
AL
E
L
#
E
4
#
INV: 645.78
0
3
30' DRAINAGE
BEFORE YOU DIG !
8
ESMT.
CALL 811 N.C. ONE-CALL CENTER
52 LF @ 1.03%
IT'S THE LAW !18" RCP
USE INLET PROTTECTION
AS A DONUT AROUND PIPE INLET
SILT FENCE
INV: 646.32
ROCK OUTLET
S
W
A
L
E
#
3
9
END OF 50'
50' PUBLIC R/W
END SILT
FENCE
END SILT
FENCE
PROP. 50' PRIVATE
R/W FOR TERRY
SMITH TRAIL