SW6190601_1482-DESIGN-C3.0 GRADING_7/23/2019

«SITE
NC 24
JIVE RD
BILLY FREEMAN
F
RD
r
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
E"Z ECM —EXISTING CONCRETE MONUMENT
EIP Oa EIP—EXISTING IRON PIPE
EIR Oa EIR—EXISTING IRON ROD
ERB0 ERB—EXISTING REBAR
c COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
— OPL — — — OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
125 MAJOR CONTOUR
127 MINOR CONTOUR
x 126.74' SPOT ELEVATION
-J�- BENCHMARK
M� MAILBOX
PPS UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
\ GRAVEL
\ ASPHALT
\ CONCRETE
\ BUILDING
— Loc— L0c— LIMITS OF CONSTRUCTION
—.N —.N — JUTE NETTING
0INLET PROTECTION
Know what's below.
C1II before you dig.
I
I
GRADING NOTES I
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND I
MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS
ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A I
CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO ECM
STEEPER THAN 5%. ®_�
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND
DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL _
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL /
BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS
MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE \\
EXISTING GROUND HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE — 0 / SR 1836 (PLEASANT
OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES OPL \ 100' PUBLIC
DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, / \
WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE /
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW
GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD _ J I _
RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES OPL — —
CAUSED BY HIS OPERATION. T — —1)6PL- — !`
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND � / — — OPL — — — OPL —
AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE ECM OF
— > — OPL
STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A 5/8"
SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE ERB
NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED 12� ECM
WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. I /
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS
SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN
A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL
DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE /
CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. /
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE
REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF / \\
THE CHANGE. o
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL /
BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION
CONTROL BLANKET OR EQUAL SUBSTITUTE. / O
o
EIR \\�
0
N /F
CHARLES A. McLAURIN & WIFE,
EVELYN McLAURIN
DB 4220, PG 838
PB 91, PG 157 v
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- —OPL—
— 0PL — — ERB _ -
- OPL — —
29 — OPL — PP
GROUND STABILIZATION CHART
ECM
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127
12HP17 MALLIE DRIVE
50' R/W - PUBLIC STREET
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126
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N 470,391.036
E 2,062,161.912
NC GRID NAD 83
(2011) -PPs 77
VTR
\ \ \ \ \ \\ o gccFs
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50.00 LF @ 0.50%
18" CLASS IV RCP
NV 124.
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SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
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CARLAS RAY WEST
DB 10234, PG 552
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PUMP
HOUSE
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7
s .
\ ANC y \ N 470 462.838
Ue</C /C7Yw 7�s N rEic2,062,8GRIDivno s
R/ly y24 \ 00 (2011)
1" EIP
FS 72S ECM ` 128 (PINCHED)
\ �\ AXLE —
129
\ H.B. SMITH, JR.
DB 5092, PG 570 \�
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\ \ \q N/F
STOUT LAND DEVELOPMENT, LLC `
DB 10490, PG 287 \
GRAPHIC SCALE
\ \ \ \\ \ v^ 40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
I'CARO
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• 4� SEA
• 0274
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07-23-1�
REVISIONS
PROJECT NAME
BARRINGTON
PLACE
SUBDIVISION
(ZERO LOT LINE)
GRADING PLAN
CLIENT
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
SCOTT
PROJECT NUMBER:
1482
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
JULY 23, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3mO